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  1. ajm4zc

    Normal stresses in torsion problem?

    How do normal stresses arise in a "pure" torsion problem? Example problem is 12" long solid shaft of 1" OD. One end is fixed, the other has a moment on the face of 500 lbin. Part was discretized in 3D using 2nd order trias. The resulting shear stresses match up fine with the simple hand...

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