29.6. Boundary Conditions and Loading

As previously described, the following constraints are applied to both the thermal and structural analyses:

Additional boundary conditions and loads applied to the simulation are described below.

29.6.1. Boundary Conditions for the Thermal Analysis

For the thermal model, two types of boundary conditions are used:

A more realistic thermal model may have film coefficients that were derived from empirical correlations. Constant values are used here for simplicity. As an alternative, it is possible to specify heat flux boundary conditions instead of convection boundary conditions it is known a priori.

Figure 29.12: Constant Temperature Specified at Clamped End

Constant Temperature Specified at Clamped End

Figure 29.13: Three Convection Boundary Conditions

Three Convection Boundary Conditions

29.6.2. Boundary Conditions and Loads for the Structural Analysis

For the structural model, a fixed support is applied as shown below.

Figure 29.14: Fixed Support

Fixed Support

In addition, thermal loads are transferred to the structural model from the thermal model. This accomplishes loose coupling, as described in the introduction (see Figure 29.1: Project Schematic in Workbench) and shown in the screen shot below from the Mechanical Application.

Figure 29.15: Temperature Imported from Thermal Analysis

Temperature Imported from Thermal Analysis

For the structural analysis, other mechanical loads could be active that have been ignored, such as pressure and shearing stresses due to gaseous flows. A more realistic simulation would account for all possible loads that could be major contributors to stress.