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The pressure loading measurements are ongoing.
From the prediction, the maximum pressure loading was obtained.
A static stress analysis was performed under tube-side pressure loading.
For each state, the abdominal wall was subjected to air pressure loading.
In the analysis, material properties, strength, and pressure loading were considered as random variables.
The shells under consideration are subjected to internal pressure loading and axial dead load.
We study the stability of thin walled circular cylindrical shells subject to radial pressure loading.
The pressure loading time history caused by the blast wave was predicted by the method.
This paper presents an approach for the topology optimization of structures under design-dependent pressure loading.
Several sets of non-linear finite element simulations of the pressure loading process were then conducted.
High pressure loading from blast wave deforms structures and potentially causes severe damages.
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