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  1. isma82

    Stresses at Integration Points using S4 elements

    All, I have modelled using shell elements s4 a simply supported beam that has acting on it a uniform pressure load of 5N/mm2. The dimensions of the beam are 10 mm with, 10 mm thick, and 100 mm long. I am confused about the outcome of the stresses at the integration point of the elements. I...

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