简介:AmethodofreliabilityanalysisbasedonadirectstrengthcalculationemployingthevonMisesstressfailurecriterionispresentedhere.Theshorttermstraindistributionsofshiphullstructuralcomponentsareidentifiedthroughthestatisticalanalysisofthewave-inducedstrainhistoryandthelongtermdistributionsbytheweightedsummationoftheshorttermstraindistributions.Thewave-inducedlongtermstraindistributioniscombinedwiththestillwaterstrain.Theextremestraindistributionoftheresponsestrainisobtainedbystatisticalanalysisofthecombinedstrains.ThelimitstatefunctionofthereliabilityanalysisisbasedonthevonMisesstressfailurecriterion,includingtherelateduncertaintiesduetothequalityofthematerialandmodeluncertainty.ThereliabilityindexiscalculatedusingFORMandsensitivityanalysisofeachvariablethathaseffectsonthereliabilityisalsodiscussed.
简介:船撞桥事故常有发生,准确预测船舶撞击下桥墩受力对评估桥梁结构船撞性能及进行合理的防撞结构设计具有重要意义。基于非线性有限元方法,分析了安海湾特大桥主桥墩柱在500~6000t位范围内6个吨位等级船舶5个撞击速度的接触界面力时程特征,对比论证了现有规范船舶撞击力简化公式的有效性;对安装浮动式柔性防撞装置的大桥主墩开展3000t级船舶正撞和侧撞两个场景瞬态动力仿真分析,从接触界面力峰值和冲击持时评价防护装置有效性。研究结果表明,各国船撞力经验公式计算结果相差较大;船舶撞击接触界面力峰值随船舶吨位和撞击速度增大而非线性增加;浮动式柔性防撞装置能够有效地降低船舶撞击力峰值。