摘要
本文利用几何关系、物理关系及平衡关系推导出轴对称问题弹塑性边界积分方程中四阶张量,给出计算内部点位移率、应力率及边界应力率计算公式,并对弹塑性体进行安定分析。
In this paper,the four factors in boundary integral equation of axisymmetric elasto-plasticity are obtained by the use of stain-displacement relationship,hook's law and equilibrium equation.The formulas are derived to compute the displacement rate and stress rate at internal points,and surface stress rate.The shakedown analysis is carried out for the elasto-plasticity body.
出处
《吉林建筑工程学院学报》
CAS
1996年第4期42-46,共5页
Journal of Jilin Architectural and Civil Engineering
关键词
轴对称
弹塑性问题
安定分析
边界元
elasto-plasticity problem
shakedown analysis
boundary element