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立式储液罐象足屈曲的准静态数值模拟
引用本文:葛颂,陈志平,沈建民,蒋家羚.立式储液罐象足屈曲的准静态数值模拟[J].压力容器,2006,23(1):6-9.
作者姓名:葛颂  陈志平  沈建民  蒋家羚
作者单位:浙江大学,化工机械研究所,浙江,杭州,310027
摘    要:“象足”屈曲现象是大型钢制立式储液罐地震破坏的主要形式之一,它发生在靠近底部的壁板区域。在考虑大变形几何非线性和材料非线性条件下,本文利用非线性有限元法,以轴对称载荷壳单元模型,对一定尺寸范围内的储罐进行了准静态弹塑性屈曲分析。研究了受轴向压应力情况下,环向应力和轴向压缩失稳能力之间的关系。并强调了轴向压力是导致失稳的主导作用。

关 键 词:象足屈曲  储液罐  非线性有限元
文章编号:1001-4837(2006)01-0006-04
收稿时间:2005-10-20
修稿时间:2005年10月20

Quasi-static Numerical Simulation of Elephant-foot Buckling of Cylindrical Liquid Storage Tanks
GE Song,CHEN Zhi-pin,SHEN Jian-min,JIANG Jia-ling.Quasi-static Numerical Simulation of Elephant-foot Buckling of Cylindrical Liquid Storage Tanks[J].Pressure Vessel Technology,2006,23(1):6-9.
Authors:GE Song  CHEN Zhi-pin  SHEN Jian-min  JIANG Jia-ling
Affiliation:Institute of Chemical Machinery, Zhejiang University, Hangzhou 310027, China
Abstract:The elephant-food buckling(EFB) is one of the main destruction phenomenon of large cylindrical liquid storage tanks during earthquake,which occurs on the shell near the tank base zone.This article uses nonlinear finite-element method,including both geometric and material nonlinearity,when modeling a axisymmetric loaded tank shell model in a typical range of dimension by a quasi-static elastic-plastic buckling approach.The relation of hoop stress and axial stress of the shell is analyzed under axial compressive stress.In addition,it concerns the predominant effect of axial stress leading to collapse.
Keywords:elephant-foot buckling  liquid storage tanks  nonlinear finite-element method  
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