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Plastic limit loads for cylindrical shell intersections under combined loading

机译:组合载荷作用下圆柱壳相交的塑性极限载荷

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摘要

In this research, applied methods of nonlinear analysis and results of determining the plastic limit loads for shell intersection configurations under combined internal pressure, in-plane moment and out-plane moment loadings are presented. The numerical analysis of shell intersections is performed using the finite element method, geometrically nonlinear shell theory in quadratic approximation and plasticity theory. For determining the load parameter of proportional combined loading, the developed maximum criterion of rate of change of relative plastic work is employed. The graphical results for model of cylindrical shell intersection under different two-parameter combined loadings (as generalized plastic limit load curves) and three-parameter combined loading (as generalized plastic limit load surface) are presented on the assumption that the internal pressure, in-plane moment and out-plane moment loads were applied in a proportional manner. (C) 2014 Elsevier Ltd. All rights reserved.
机译:在这项研究中,提出了非线性分析的应用方法以及确定在组合内部压力,面内力矩和面外力矩荷载作用下壳体相交结构塑性极限载荷的结果。壳交点的数值分析是使用有限元方法,二次近似的几何非线性壳理论和可塑性理论进行的。为了确定比例组合载荷的载荷参数,采用了开发的相对塑性功变化率的最大准则。在假定内部压力为-的情况下,给出了圆柱壳相交模型在不同的两参数组合载荷(作为广义塑性极限载荷曲线)和三参数组合载荷(作为广义塑性极限载荷表面)下的图形结果。平面力矩和平面外力矩载荷按比例施加。 (C)2014 Elsevier Ltd.保留所有权利。

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