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A new assumed strain solid-shell formulation "SHB6" for the six-node prismatic finite element

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Academic year: 2021

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Figure

Fig. 1. Reference geometry of the element and example of integration  points.
Table  1.  Coordinates  and  weights  of  the  Gauss  points  for  the  2-point  quadrature SHB6 version
Fig. 4 shows the geometry of the twisted beam, the bound- bound-ary  conditions,  and  the  applied  loading
Table  5  shows  the  results  for  this  test  problem  in  terms  of  convergence as a function of the refinement of the mesh
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