Difference between revisions of "Thermal FEA Calculations"

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Thermal calculations include stresses and strains induced by temperature differentials.
Thermal calculations in FEA include stresses and strains induced by temperature differentials.
 
__TOC__
== Introduction ==
== Introduction ==


[[NairnFEA]] can do thermoelastic calculations. In the presence of temperature differentials, the calculations will find thermal stresses and strains. This section is for FEA only; see separate help on [[Thermal Calculations|thermal calculations]] when doing MPM calculations with[[OSParticulas]] and  [[NairnMPM]].
[[NairnFEA]] can do thermoelastic calculations. In the presence of temperature differentials, the calculations will find thermal stresses and strains. This section is for FEA only; see separate help on [[Thermal Calculations|thermal calculations]] when doing MPM calculations with [[NairnMPM]].


== Temperature Settings ==
== Temperature Settings ==


Thermal stresses and strains are induced when the temperature in an element differs from the stress free temperature., which is set in the <tt>StressFreeTemp</tt> command. In scripted input files, the command is:
Thermal stresses and strains are induced when the temperature on the nodes differs from the stress free temperature. The temperature field (which may be non uniform) and the stress free temperature are set with the following commands. In scripted input files, the commands are:
 
StressFreeTemp (temp)


In <tt>XML</tt> input files, the command, which must be in the [[MPM Input Files#MPM Header}<tt><MPMHeader></tt>]] block is
Temperature (temp)
StressFreeTemp (reftemp)


<StressFreeTemp>(temp)</StressFreeTemp>
In <tt>XML</tt> input files, the commands must be in a <tt><Thermal></tt> block:


where <tt>(temp)</tt> is the stress free temperature in degrees. The default value is 0. Note that some [[Material Models]] and [[Traction Laws]] depend on the stress free temperature on an absolute temperature scale and therefore calculations that use those models should always set this temperature in degree Kelvin.
<Thermal>
  <Temperature>(temp)</Temperature>
  <StressFreeTemp>(reftemp)</StressFreeTemp>
</Thermal>


where


<p>The <code>Temperature</code> command sets temperature conditions to all nodes:</p>
* <tt>(temp)</tt> is an temperature or a [[User Defined Functions|user defined function]] that gives the temperature on each node as a function of the coordinates of the node. The calculation will have residual stresses if it is a composite having materials with different thermal expansion coefficients or if the temperature field is non-uniform.
* <tt>(reftemp)</tt> is the stress free temperature in degrees. The default value is 0.
<pre>Temperature #1
</pre>
<p>where</p>


<ul>
== Notes ==


<li>#1 is an <a href="function.html"> user-defined function</a> that gives the temperature on each node as a function of the coordinates of the node. The calculation will have residual stresses if it is a composite having materials with different thermal expansion coefficients or if the temperature field is non-uniform.
# The thermal stresses and strains depend only of the ''difference'' between temperature and the stress free temperature, which means the absolute values of these numbers does not matter. The difference, however, should be in degrees C (or K).
</li>

Latest revision as of 13:30, 11 September 2013

Thermal calculations in FEA include stresses and strains induced by temperature differentials.

Introduction

NairnFEA can do thermoelastic calculations. In the presence of temperature differentials, the calculations will find thermal stresses and strains. This section is for FEA only; see separate help on thermal calculations when doing MPM calculations with NairnMPM.

Temperature Settings

Thermal stresses and strains are induced when the temperature on the nodes differs from the stress free temperature. The temperature field (which may be non uniform) and the stress free temperature are set with the following commands. In scripted input files, the commands are:

Temperature (temp)
StressFreeTemp (reftemp)

In XML input files, the commands must be in a <Thermal> block:

<Thermal>
  <Temperature>(temp)</Temperature>
  <StressFreeTemp>(reftemp)</StressFreeTemp>
</Thermal>

where

  • (temp) is an temperature or a user defined function that gives the temperature on each node as a function of the coordinates of the node. The calculation will have residual stresses if it is a composite having materials with different thermal expansion coefficients or if the temperature field is non-uniform.
  • (reftemp) is the stress free temperature in degrees. The default value is 0.

Notes

  1. The thermal stresses and strains depend only of the difference between temperature and the stress free temperature, which means the absolute values of these numbers does not matter. The difference, however, should be in degrees C (or K).