摘要
ThesymmetricGalerkinboundaryelementmethod(SGBEM)insteadofthefiniteelementmethodisusedtoperformlowerboundlimitandshakedownanalysisofstructures.Theself-equilibriumstressfieldsareconstructedbyalinearcombinationofseveralbasicself-equilibriumstressfieldswithparameterstobedetermined.Thesebasicself-equilibriumstressfieldsareexpressedaselasticresponsesofthebodytoimposedpermanentstrainsandobtainedthroughelastic-plasticincrementalanalysis.Thecomplexmethodisusedtosolvenonlinearprogramminganddeterminethemaximalloadamplifier.Thelimitanalysisistreatedasaspecialcaseofshakedownanalysisinwhichonlytheproportionalloadingisconsidered.ThenumericalresultsshowthatSGBEMiseffcientandaccurateforsolvinglimitandshakedownanalysisproblems.
出版日期
2001年02月12日(中国期刊网平台首次上网日期,不代表论文的发表时间)