Consider the shallow shell panel, with all its four sides clamped, shown in Fig XXXXXXXXXXThe geometric and material parameters are: Use a uniformly distributed load, with a load step of ∆q0 = −0.02...


Consider the shallow shell panel, with all its four sides clamped, shown in Fig. 8.3.9. The geometric and material parameters are:


Use a uniformly distributed load, with a load step of ∆q0 = −0.02 psi (for a total of 20 load steps) and exploit the biaxial symmetry of the panel to determine the nonlinear response. Use various uniform meshes and full integration for all stiffness coefficients.



May 25, 2022
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