Formulations and Applications for Elasto-Plastic Dynamic Shell Analyses
So far only static problems have been considered in this book. However, the behaviour of plate and shell structures, which are subjected to time-varying loading such as impact, explosive or seismic loading, is often of crucial importance. In this chapter we consider the transient dynamic analysis of plate and shell structures (including elasto-plastic material behaviour) using the assumed strain 9-node element [1–3].
KeywordsCircular Plate Consistent Mass Matrix Lump Mass Matrix Transient Dynamic Analysis Isotropic Material Property
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