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	<id>http://osupdocs.forestry.oregonstate.edu/index.php?action=history&amp;feed=atom&amp;title=Isotropic_Material_Failure_Surface</id>
	<title>Isotropic Material Failure Surface - Revision history</title>
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	<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;action=history"/>
	<updated>2026-05-22T06:01:24Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9809&amp;oldid=prev</id>
		<title>Nairnj: /* Failure Surface */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9809&amp;oldid=prev"/>
		<updated>2023-11-18T00:23:05Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Failure Surface&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
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				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:23, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l12&quot;&gt;Line 12:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 12:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot the 45 degree lists are when maximum shear stress (&amp;lt;math&amp;gt;\tau_{max}=(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;) is equal to shear strength.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot the 45 degree lists are when maximum shear stress (&amp;lt;math&amp;gt;\tau_{max}=(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;) is equal to shear strength.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for ovoid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions from tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using its mixed-mode metric.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for ovoid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions from tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using its mixed-mode metric&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. This material handles initiation internally rather than selecting an initiation law&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9806&amp;oldid=prev</id>
		<title>Nairnj: /* Pressure Dependent Shear Strength */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9806&amp;oldid=prev"/>
		<updated>2023-11-18T00:18:25Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Pressure Dependent Shear Strength&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:18, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l16&quot;&gt;Line 16:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 16:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although generalized damage mechanics&amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt; provides a method to allow the failure surface to depend on any external variable, the only external dependence currently modeled is to allow shear strength to depend on pressure.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although generalized damage mechanics&amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt; provides a method to allow the failure surface to depend on any external variable, the only external dependence currently modeled is to allow shear strength to depend on pressure&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. This pressure dependence is only implement for [[Isotropic Softening Material|IsoSoftening materials]] and [[Isotropic Plastic Softening Material|IsoPlasticSoftening materials]]&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;'''Model 0''': shear strength is independent of pressure&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;'''Model 0''': shear strength is independent of pressure&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9805&amp;oldid=prev</id>
		<title>Nairnj: /* Failure Surface */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9805&amp;oldid=prev"/>
		<updated>2023-11-18T00:15:26Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Failure Surface&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:15, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l12&quot;&gt;Line 12:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 12:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot the 45 degree lists are when maximum shear stress (&amp;lt;math&amp;gt;\tau_{max}=(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;) is equal to shear strength.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot the 45 degree lists are when maximum shear stress (&amp;lt;math&amp;gt;\tau_{max}=(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;) is equal to shear strength.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for ovoid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions from tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;is &lt;/del&gt;mixed mode &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;failure surface&lt;/del&gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for ovoid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions from tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;its &lt;/ins&gt;mixed&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;-&lt;/ins&gt;mode &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;metric&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9804&amp;oldid=prev</id>
		<title>Nairnj: /* Failure Surface */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9804&amp;oldid=prev"/>
		<updated>2023-11-18T00:14:25Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Failure Surface&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:14, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l12&quot;&gt;Line 12:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 12:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot the 45 degree lists are when maximum shear stress (&amp;lt;math&amp;gt;\tau_{max}=(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;) is equal to shear strength.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot the 45 degree lists are when maximum shear stress (&amp;lt;math&amp;gt;\tau_{max}=(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;) is equal to shear strength.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for ovoid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;for &lt;/del&gt;tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for ovoid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;from &lt;/ins&gt;tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9803&amp;oldid=prev</id>
		<title>Nairnj: /* Failure Surface */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9803&amp;oldid=prev"/>
		<updated>2023-11-18T00:14:00Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Failure Surface&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:14, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l12&quot;&gt;Line 12:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 12:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot the 45 degree lists are when maximum shear stress (&amp;lt;math&amp;gt;\tau_{max}=(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;) is equal to shear strength.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot the 45 degree lists are when maximum shear stress (&amp;lt;math&amp;gt;\tau_{max}=(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;) is equal to shear strength.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;cuboid &lt;/del&gt;surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;ovoid &lt;/ins&gt;surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Pressure Dependent Shear Strength ==&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9802&amp;oldid=prev</id>
		<title>Nairnj: /* Failure Surface */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9802&amp;oldid=prev"/>
		<updated>2023-11-18T00:13:32Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Failure Surface&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:13, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l10&quot;&gt;Line 10:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 10:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in this law).&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in this law).&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;''r'' is &lt;/del&gt;the maximum shear stress &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;given by &lt;/del&gt;&amp;lt;math&amp;gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal is given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;45 degree lists are when &lt;/ins&gt;maximum shear stress &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;(&lt;/ins&gt;&amp;lt;math&amp;gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;\tau_{max}=&lt;/ins&gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;) is equal to shear strength&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for cuboid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for cuboid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9801&amp;oldid=prev</id>
		<title>Nairnj: /* Failure Surface */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9801&amp;oldid=prev"/>
		<updated>2023-11-18T00:12:12Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Failure Surface&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:12, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l10&quot;&gt;Line 10:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 10:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in this law).&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in this law).&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot ''r'' is the maximum shear stress given by &amp;lt;math&amp;gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states that reach these plots cause initiation of damage. The crack normal &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;is &lt;/ins&gt;given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot ''r'' is the maximum shear stress given by &amp;lt;math&amp;gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for cuboid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for cuboid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9800&amp;oldid=prev</id>
		<title>Nairnj: /* Failure Surface */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9800&amp;oldid=prev"/>
		<updated>2023-11-18T00:11:56Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Failure Surface&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:11, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l10&quot;&gt;Line 10:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 10:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in this law).&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in this law).&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the &lt;/del&gt;reach these plots cause initiation of damage. The crack normal given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot ''r'' is the maximum shear stress given by &amp;lt;math&amp;gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principal stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;that &lt;/ins&gt;reach these plots cause initiation of damage. The crack normal given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot ''r'' is the maximum shear stress given by &amp;lt;math&amp;gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for cuboid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for cuboid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9799&amp;oldid=prev</id>
		<title>Nairnj: /* Failure Surface */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9799&amp;oldid=prev"/>
		<updated>2023-11-18T00:11:32Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Failure Surface&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:11, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l10&quot;&gt;Line 10:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 10:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in this law).&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in this law).&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;principle &lt;/del&gt;stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states the reach these plots cause initiation of damage. The crack normal given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot ''r'' is the maximum shear stress given by &amp;lt;math&amp;gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;principal &lt;/ins&gt;stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states the reach these plots cause initiation of damage. The crack normal given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot ''r'' is the maximum shear stress given by &amp;lt;math&amp;gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for cuboid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Isotropic Softening Material|IsoSoftening materials]] can choose ovoid, cuboid, or elliptical failure surfaces using its &amp;lt;tt&amp;gt;tractionFailureSurface&amp;lt;/tt&amp;gt; property. The solid line in the plot is for cuboid surfaces. The dashed lines are for both cuboid and elliptical [[Isotropic Softening Material#Damage Evolution|failure surfaces]]. For ovoid surfaces, the normal varies smoothly from 0 to 45 degrees as failure transitions for tensile to shear failure. For cuboid and elliptical surfaces, cracks are either at 0 degrees or 45 degrees. [[Isotropic Damage Mechanics|IsoDamageMechanics materials]] use the cuboid surface, but only need that surface when using is mixed mode failure surface.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
	<entry>
		<id>http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9798&amp;oldid=prev</id>
		<title>Nairnj: /* Failure Surface */</title>
		<link rel="alternate" type="text/html" href="http://osupdocs.forestry.oregonstate.edu/index.php?title=Isotropic_Material_Failure_Surface&amp;diff=9798&amp;oldid=prev"/>
		<updated>2023-11-18T00:10:37Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Failure Surface&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:10, 18 November 2023&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l8&quot;&gt;Line 8:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 8:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[File:MaxPrinciple.png|400px|right]]&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[File:MaxPrinciple.png|400px|right]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the &lt;/del&gt;law.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although some damage mechanics papers allow various initiation criteria to be be paired with various damage evolution methods, that suggestion is wrong. Instead, the initiation law must be identical to the postulated traction failure surface with the initiation stress equal to the undamaged strength in the damage mechanics softening laws. This initiation law thus uses the [[Isotropic Softening Material#Damage Evolution|chosen failure surface]] with the initiation normal stress, &amp;lt;math&amp;gt;\sigma_c&amp;lt;/math&amp;gt; equal to the undamage tensile strength and the initiation shear stress, &amp;lt;math&amp;gt;\tau_c&amp;lt;/math&amp;gt;, equal to undamaged shear strength (both of which are entered as parameters in &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;this &lt;/ins&gt;law&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;)&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br/&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principle stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states the reach these plots cause initiation of damage. The crack normal given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot ''r'' is the maximum shear stress given by &amp;lt;math&amp;gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A challenge when detecting initiation, however, is that crack normal is not yet defined and therefore one cannot find tractions on the crack plane. In brief, damage initiation must determine when traction along any normal in 3D space reaches a failure surface. This calculation is done in principle stress space and finds critical stress by Mohr's circle calculations (more details are given in Ref. &amp;lt;ref name=&amp;quot;dmGen&amp;quot;/&amp;gt;). The plot on the right shows the resulting initiation failure surfaces in a plot of minimum ''vs.'' maximum principle stresses. Stress states the reach these plots cause initiation of damage. The crack normal given by the normal at the point where stress state reaches the surface. This normal is with respect to principal stress directions and that is rotated into global axes to get normal to the initiated crack surface. In this plot ''r'' is the maximum shear stress given by &amp;lt;math&amp;gt;(\sigma_1-\sigma_3)/2&amp;lt;/math&amp;gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Nairnj</name></author>
	</entry>
</feed>