Home / Examples / Stress Analysis [Galileo] / Example 31: Material with Temperature-Dependent Anisotropic Elasticity

Example 31: Material with Temperature-Dependent Anisotropic Elasticity


General

 

Analysis Space

Item

Settings

Analysis Space

3D

Model Unit

mm

 

Analysis Conditions

The temperature is applied evenly on the model.

Opt for the thermal load in the analysis condition, and set the reference temperature and the reached temperature.

There is no need to couple with the thermal analysis [Watt].

Item

Settings

Solver

Stress Analysis [Galileo]

Analysis Type

Static Analysis

Options

Select Thermal Load

 

The Step/Thermal Load tab is set as follows.

In this setting, thermal load analysis is performed with 3 reached temperatures step by step.

Tab

Setting Item

Settings

Step/Thermal Load

Step Setting

Multi-step Thermal Load Analysis

Reference Temperature

25 [deg]

Step/Reached Temperature Setting

Step

Substeps

Reached Temperature [deg]

1

1

50

2

1

75

3

1

100

 

Model

The model is a cubic solid body. The material has the temperature-dependent anisotropic coefficient of linear thermal expansion.

The outer boundary condition is set with no displacement.

Body Attributes and Materials

The temperature dependency for the elastic modulus is set for the temperature of 50, 75, and 100 deg.

At these three temperatures, the components 1, 2, and 3 of Young's modulus are set to 1 [Pa], respectively. At other temperatures, the components are set to 2 [Pa].

Material Name

Tab

Properties

Material_Property_001

Elasticity

Material Type: Elastic/Anisotropic

Temperature Dependency: Yes

 

The temperature dependency of the elasticity is set as follows.

The direction of the body attribute is by default. Components (x, y, z) of the elastic modulus correspond to the coordinates (X, Y, Z) of the modeling window.

 

* This is not the actual material's property.

Coefficient of Linear Thermal Expansion

 

Temperature Dependency: None

Anisotropy: Isotropic

Coefficient of Linear Thermal Expansion: 10×10-6 [1/deg]

 

Boundary Conditions

Boundary Condition Name/Topology

Tab

Boundary Condition Type

Settings

Outer Boundary Condition

Mechanical

Displacement

Select all X/Y/Z components.

UX=0, UY=0, UZ=0

Results

The figure below shows the principal stress at 50 deg.

At 50 deg, the compressive stress caused by isotropic expansion is smaller in X direction, as the X component of Young's modulus is smaller than the others.

 

The figure below shows the principal stress at 75 deg.

At 75 deg, the compressive stress caused by isotropic expansion is smaller in Y direction, as the Y component of Young's modulus is smaller than the others.

 

The figure below shows the principal stress at 100 deg.

At 100 deg, the compressive stress caused by isotropic expansion is smaller in Z direction, as the Z component of Young's modulus is smaller than the others.