SS-V: 1130 Skew Plate Under Pressure
Test No. VS14Find the maximum principle stress at the skew plate center at point E.
Definition
![](../../../images/simsolid/verification_simsolid/vs14_skew_plate_under_pressure_model_ss.png)
Figure 1.
A skew plate (Figure 1) is subjected to uniform pressure.
The load is 0.7 KPa. The plate is simply supported at the perimeter: Uz = 0 along edges AB, BC, CD, and AD. Ux = Uy = 0 at point A and Uy = 0 at point B to prevent rigid body motion.
- Properties
- Value
- Modulus of Elasticity
- 2.1e+11 Pa
- Poisson's Ratio
- 0.3
Results
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![](../../../images/simsolid/verification_simsolid/vs14_skew_plate_spot_lines_ss.png)
![](../../../images/simsolid/verification_simsolid/vs14_skew_plate_final_loading_ss.png)
Figure 4.
Reference Solution* | SimSolid | % Difference | |
---|---|---|---|
Maximum Principle Stress [MPa] | 8.0200E-01 | 8.223E-01 | 2.5% |
![](../../../images/simsolid/verification_simsolid/vs14_skew_plate_results_ss.png)
Figure 5.