首页> 外文会议>7th International Symposium on Structural Failure and Plasticity, 7th, Oct 4-6, 2000, Melbourne, Australia >Limit Analysis of Cylindrical Shells Subjected to Ring Load - A Comparative Study Between Analytical and Numerical Solutions
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Limit Analysis of Cylindrical Shells Subjected to Ring Load - A Comparative Study Between Analytical and Numerical Solutions

机译:承受环载荷的圆柱壳的极限分析-解析解与数值解的比较研究。

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摘要

A kinematical approach associated to a 2D yield surface, capable of simulating bending and membrane behaviors, was used to obtain an analytical solution for limit analysis problem of a cylindrical shell subjected to a ring load. The displacement rate field during collapse defines simultaneously the strain rate and the rate of curvature. The solution for the differential equation, corresponding to the collapse mechanism, is trigonometric near the load and hyperbolic elsewhere. A more general linearized 3D yield surface was used to construct a Finite Element technique to solve the same class of problems. Finally, a comparative study of the numerical and analytical solutions is presented.
机译:使用与2D屈服面相关的运动学方法(能够模拟弯曲和膜行为),获得了针对承受环载荷的圆柱壳的极限分析问题的分析解决方案。坍塌过程中的位移率场同时定义了应变率和曲率。与崩溃机制相对应的微分方程的解在载荷附近为三角函数,在其他位置为双曲线。使用更通用的线性化3D屈服面来构造有限元技术,以解决同一类问题。最后,对数值解和解析解进行了比较研究。

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