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Non-linear first yield analysis of circular plates subjected to combined uniform pressure and edge compression.

Research output: Contribution to journalJournal article

Published

Journal publication date1997
JournalComputers and Structures
Journal number4
Volume63
Number of pages5
Pages769-773
Original languageEnglish

Abstract

The large deflection axisymmetric circular plate equations are solved using a finite-difference implementation of the dynamic relaxation (DR) algorithm. The numerical solution is combined with the von Mises yield criterion to provide first yield data for the case of uniform in-plane compression combined with uniform transverse pressure. Data in the form of nondimensional interaction curves are provided for simply supported and clamped plates and for a range of initial deflection amplitudes and slenderness ratios.