Difference between revisions of "Crack Settings"

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These command control modeling of explicit cracks and whether or not those cracks propagate
These command control modeling of explicit cracks and whether or not those cracks propagate
== Introduction ==
The extension of MPM to model explicit cracks is called CRAMP for CRAcks in the Material Point Method. The commands is this section are used to set various features of the crack physics and crack propagation for any [[Defining Cracks|explicit cracks]] in the object.
CRAMP is described first in a paper by Nairn (2003).<ref name='CRAMP'>J. A. Nairn, "Material Point Method Calculations with Explicit Cracks," <i>Computer Modeling in Engineering &amp; Sciences</i>, <b>4</b>, 649-664 (2003). ([http://www.cof.orst.edu/cof/wse/faculty/Nairn/papers/MPMCracks.pdf See PDF])</ref>. Some other papers discuss calculation of J integral and stress intensity factor,<ref name="GuoJ">Y. Guo and J. A. Nairn, "Calculation of J-Integral and Stress Intensity Factors using the Material Point Method," <i>Computer Modeling in Engineering &amp; Sciences</i>, <b>6</b>, 295-308 (2004). ([http://www.cof.orst.edu/cof/wse/faculty/Nairn/papers/MPMTwoDJ.pdf See PDF])</ref>, propose energy balance propagation,<ref name="EB">J. A. Nairn, "Simulation of Crack Growth in Ductile Materials,"; <i>Engr. Fract. Mech.</i>, <b>72</b>, 961-979 (2005). ([http://www.cof.orst.edu/cof/wse/faculty/Nairn/papers/Dugdale.pdf See PDF])</ref> handle cracks in 3D (although not currently available in [[NairnMPM]],<ref name="Guo3D">Y. Guo and J. A. Nairn, "Three-Dimensional Dynamic Fracture Analysis Using the Material Point Method," <i>Computer Modeling in Eng. &amp; Sci.</i>, <b>16</b>, 141-156 (2006). ([http://www.cof.orst.edu/cof/wse/faculty/Nairn/papers/guo3D.pdf See PDF])</ref>, use cracks to model imperfect interfaces,<ref name="IIC">J. A. Nairn, "Numerical Implementation of Imperfect Interfaces, <i>Computational Materials Science</i>, <b>40</b>, 525-536 (2007). ([http://www.cof.orst.edu/cof/wse/faculty/Nairn/papers/Interface.pdf See PDF])</ref>, and use traction laws with cracks.<ref name="RCurve">J. A. Nairn, "Analytical and Numerical Modeling of R Curves for Cracks with Bridging Zones," <i>Int. J. Fracture</i>, <b>155</b>, 167-181 (2009). ([http://www.cof.orst.edu/cof/wse/faculty/Nairn/papers/JBridging.pdf See PDF])</ref> Some applications of using cracks in MPM include wood fracture,<ref name="wood">J. A. Nairn, "Material Point Method Simulations of Transverse Fracture in Wood with Realistic Morphologies," <i>Holzforschung</i>,  <b>61</b>, 375-381 (2007). ([http://www.cof.orst.edu/cof/wse/faculty/Nairn/papers/FractureSim.pdf See PDF])</ref> use of cracks to model glue bods in oriented strand board,<ref name="OSB">J. A. Nairn and E. Le, "Numerical Modeling and Experiments on the Role of Strand-to-Strand Interface Quality on the Properties of Oriented Strand Board," <i>Proc of 9th Int. Conf. on Wood Adhesives</i>, Lake Tahoe, Neveda, USA, Sept. 28-30, 2009. ([http://www.cof.orst.edu/cof/wse/faculty/Nairn/papers/WoodAd2009.pdf See PDF])</ref> simulation of dynamic fracture,<ref name="BardF">S. G. Bardenhagen, J.A. Nairn, and H. Lu, "Simulation of dynamic fracture with the Material Point Method using a mixed J-integral and cohesive law approach," <i>Int. J. Fracture</i>, <b>170</b>, 49-66 (2011).</ref> and simulation of crack growth with fiber bridging.<ref name="MDF">N. Matsumoto and J.A. Nairn, "Fracture Toughness of Wood and Wood Composites During Crack Propagation," <i>Wood and Fiber Science</i>, '''44''', 121-133 (2012). ([http://www.cof.orst.edu/cof/wse/faculty/Nairn/papers/WoodToughness.pdf See PDF])</ref>


== Crack Settings Commands ==
== Crack Settings Commands ==

Revision as of 15:06, 28 September 2013

These command control modeling of explicit cracks and whether or not those cracks propagate

Crack Settings Commands

In scripted files, crack properties are controlled by any number of these possible commands

Propagate (crit),<(dir)>,<(traction)>
AltPropagate (crit),<(dir)>,<(traction)>
ProagateLength (relLength)
Friction
ImperfectInterface
JContour (size),<(terms)>
ContactPosition (cutoff)
MovePlane (method),<(prevent)>

In XML input file, all global crack setting commands are within a <Cracks> element that must be within the <MPMHeader>:

<Cracks>
  <Propagate criterion='(critNum)' direction='(dirNum)' traction='(traction)'/>
  <AltPropagate criterion='(critNum)' direction='(dirNum)' traction='(traction)'/>
  <PropagateLength>(relLength)</ProagateLength>
  <Friction>0.3</Friction>
  <JContour size="(size)" terms="(terms)"/>
  <ContactPosition>(cutoff)</ContactPosition>
  <MovePlane type='(method)' prevent='(prevent)'/>
</Cracks>

The Propagate, AltPropagate, and PropagateLength commands are described in a separate help top. The other commands functions (with links to documentation) are:

  • Friction - set default crack surface frictional properties
  • ImperfectInterface - set default crack surface imperfect interface properties
  • JContour - customize J integral calculation
  • ContactPosition - change method used to detect crack surface contact
  • MovePlane - set method to update crack plane position

Crack Contact Properties

J Integral Contour Settings

JContour.png

The JContour command is used to set the size of the path used for evaluating J integral and and control the number of terms used in the process. The details are:

  • (size) - the J integral is evaluated on a rectangular contour center on the grid node closet to the crack tip (see blue line in the figure). The (size) setting is the semi-length for the sides of the rectangle. The default value is 2 (as shown in the figure).
  • (terms) - this optional parameter should be set to 1 or 2 to specify if the J Integral should be a simple contour (1) or include an area integral inside the contour (2). The area integral corrects for dynamic effects and for axisymmetric stress states making the calculation path independent even in dynamic problems, but is slower. A contour alone (1) might be enough if the size of the contour is small (e.g., (size)=2) and the loading is slow, but both contour and area might be essential as the problem becomes more dynamic or as the size of the contour grows. The default is 1, but for axisymmetric calculations, the area integral is needed even for static problems, and therefore the default changes to 2 terms.

More details on J integral evaluation and on the two J integral terms are given in Guo and Nairn (2006).[1]

Crack ContactPosition Command

This command influences the way crack detect contact between the crack surfaces. Its function and use is described here.

Crack Plane Updating

The MovePlane command determines how a crack plane move and whether or not crack surfaces can cross crack planes. In scripted files, the command is

MovePlane (method),<(prevent)>

In XML files, the command is:

<MovePlane type='(method)' prevent='(prevent)'/>

where

  • (method) is 'avg' to move the crack plane to the midpoint of the top and bottom surfaces or 'cm' to move the crack plane in the center of mass velocity field. The default method is 'avg'.
  • (prevent) is 'yes' or 'no' to prevent or allow crack planes crossing the main crack plane. The default setting is 'no'.

For all cracks, the top and bottom surfaces move in their separate velocity fields. The setting for (method) determines only how the crack plane particles move. The two methods are equivalent for well defined cracks, but may give different results is some problems. Thus, if crack position seems to cause a problem, one possibility is to repeat the analysis with the other (method) option.

Similarly, both (prevent) settings are equivalent for well behaved cracks (because surfaces of such cracks tend to not pass through crack planes). If a simulation has problems tracking surfaces, you can try setting (prevent) to 'yes' to see how it changes. The 'no' setting is faster because it does not need to check crack surfaces on each time step.

References

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