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A numerical method for lower bound limit analysis of 3-D structures with multi-loading systems

机译:多载荷系统3-D结构下限分析的数值方法

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The determination of lower bound limit load of 3-D structures is by no means an easy task, especially for complex configurations and loading systems. In our previous work, a numerical method of upper bound limit analysis for 3-D structures withmulti-loading systems was proposed. This method combines FEM and mathematical programming technique in an iterative procedure. In the present article, on the basis of the nature of the iterative procedure for upper bound limit analysis, the staticallyadmissible stress fields, which satisfies the equilibrium equation and boundary conditions, are constructed using some intermediate variables obtained by upper bound limit analysis procedure Moreover, a mathematical programming formulation is set up forthe static limit analysis of 3-D structures under multi-loading systems and a direct iterative algorithm used to determine the lower bound limit load multiplier is proposed, which depends on the static theorem of plasticity. The numerical examples aregiven to demonstrate the applicability of the procedure.
机译:确定3D结构的下限极限载荷绝非易事,尤其是对于复杂的配置和载荷系统而言。在我们以前的工作中,提出了一种具有多载荷系统的3-D结构上限分析的数值方法。该方法在迭代过程中结合了有限元法和数学编程技术。在本文中,根据上限分析的迭代过程的性质,使用上限分析过程获得的一些中间变量构造满足平衡方程和边界条件的静态容许应力场。建立了多载荷系统下3-D结构静力极限分析的数学程序设计公式,并根据可塑性静定理,提出了一种直接迭代算法来确定下限极限载荷乘数。给出了数值例子以说明该方法的适用性。

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