Elements tested
S4R
S8R
S8RT
ProductsAbaqus/Standard Elements testedS4R S8R S8RT Features testedShell offset used with a shell cross-section and a shell general section. Problem descriptionThe model consists of a plate with a length of 10.0, a width of 1.0, and a thickness of 0.2. The end at 0 is fixed, and all degrees of freedom except the rotation about the -axis are constrained at 10. A rotation −0.1 is applied at 10 for the static analyses. A single shell element with an offset of half the shell's thickness from the midsurface is used to model the plate. Simpson's rule is used for the shell cross-section for all the elements. Two additional input files (esf4sxsd.inp and esf4sgsb.inp) test the bending of a cantilevered half-cylinder. The model has a radius of 5, a length of 20, and a thickness of 0.2. One end is completely constrained, and a uniform upward pressure is applied to all the elements. A general, nonlinear static procedure is included. Elastic material properties are used to define a material with 3.0 × 106 and 0.25 in all cases. Results and discussionThe verification of the shell offset results is based on the formulation described in Transverse shear stiffness in composite shells and offsets from the midsurface. The results are verified by comparing them to the results obtained from an equivalent model without offset. This equivalent model is defined using a composite shell section and a general shell section, where an extra layer that has a negligible material modulus is added to the model. Input filesComposite shell section offset:
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