Documentation
This validation case belongs to solid mechanics. The aim of this test case is to validate the following parameters:
The simulation results of SimScale were compared to the results presented in [Roark’s]\(^1\).
The geometry used for the case is as follows:
The quarter shaft has a radius (\(r\)) of 0.1 \(m\) and a length (\(l\)) of 0.5 \(m\).
Tool Type: Code_Aster
Analysis Type: Static – linear
Mesh and Element Types:
The standard mesh was created with the Standard meshing algorithm in SimScale.
Case | Element Type | Number of Nodes | Element Technology |
A | 1st Order Tetrahedral | 8682 | Standard |
B | 2nd Order Tetrahedral | 63084 | Standard |
C | 2nd Order Tetrahedral | 63084 | Reduced Integration |
Material/Fluid:
Boundary Conditions:
Contacts
The reference solution for maximum stress etc. is given by the following equation:
$$\tau_{max} = \theta.G.r.l = 32\ GPa$$
Comparison of the maximum shear stress (\(\tau_{max}\)) obtained from SimScale against the reference results obtained from [Roark] is given below:
Case | [Roark] | SimScale | Error [%] |
A | 32 | 31.794 | -0.643 |
B | 32 | 31.564 | -1.360 |
C | 32 | 31.565 | -1.360 |
The visualization of the cauchy shear stress [SIYZ] contours in Pascals as in the SimScale post-processor:
Note
If you still encounter problems validating you simulation, then please post the issue on our forum or contact us.
Last updated: September 24th, 2021
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