折线强化弹塑性应力分析的有限元法
A Finite Element Method for Stress Analysis of Elastoplastic Body with Polygonal Line Strain-Hardening
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摘要: 本文对材料的应力应变曲线用三段直线的折线拟合,按照弹塑性的简单加载理论,对以增量理论得出的完整应力应变关系进行简化,导出按位移求解的有限元的增量方程.其中弹塑性刚度矩阵可以从弹性刚度矩阵补充后得出,从而节省计算时间.根据von Mises屈服准则确定各次荷载的增量,引入迭代法进行求解,省去对弹塑性刚度矩阵的重复地三角分解,进一步减少计算时间.本文对于应用高次单元、偏离简单加载的荷载、卸载计算、曲线拟合以及荷载的估算问题,均作了说明.Abstract: In this paper, the stress-strain curve of material is fitted by polygonal line composed of three lines. According to the theory of proportional loading in elastoplasticity, we simplify the complete stress-strain relations, which are given by the increment theory of elastoplasticity. Thus, the finite element equation with the solution of displacement is derived. The assemblage elastoplastic stiffness matrix can be obtained by adding something to the elastic matrix, hence it will shorten the computing time. The determination of every loading increment follows the von Mises yield criteria. The iterative method is used in computation. It omits the redecomposition of the assemblage stiffness matrix and it will step further to shorten the computing time. Illustrations are given to the high-order element application departure from proportional loading, the computation of unloading fitting to the curve and the problem of load estimation.
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