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杨强, 陈新, 周维垣, 杨若琼. 三维弹塑性有限元计算中的不平衡力研究[J]. 岩土工程学报, 2004, 26(3): 323-326.
引用本文: 杨强, 陈新, 周维垣, 杨若琼. 三维弹塑性有限元计算中的不平衡力研究[J]. 岩土工程学报, 2004, 26(3): 323-326.
YANG Qiang, CHEN Xin, ZHOU Weiyuan, YANG Ruoqiong. On unbalanced forces in 3D elasto-plastic FEM analysis[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(3): 323-326.
Citation: YANG Qiang, CHEN Xin, ZHOU Weiyuan, YANG Ruoqiong. On unbalanced forces in 3D elasto-plastic FEM analysis[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(3): 323-326.

三维弹塑性有限元计算中的不平衡力研究

On unbalanced forces in 3D elasto-plastic FEM analysis

  • 摘要: 研究了弹塑性计算中不平衡力的性质 ,揭示了它和加固力、结构稳定性的密切关系。研究表明 ,对任一迭代步 ,只要施加一个反向不平衡力 (加固力 ) ,结构就是稳定的。可以用总余能范数来衡量弹性试应力场和调整后应力场的偏差 ,弹塑性本构关系要求该总余能范数取最小值 ;不平衡力就是两应力场差值在结点上的集中体现 ,故在总余能范数的意义上 ,按弹塑性本构关系确定的不平衡力或加固力是最小的。弹塑性计算确定的加固力和真解相比偏于安全。拱坝计算实例表明 ,不平衡力分析对分析结构稳定性、指导加固设计有益。

     

    Abstract: This paper focuses on properties of unbalanced forces in 3D elasto-plastic calculation. The relationship among unbalanced forces, reinforced force and structural stability is established. It is revealed that a structure is stable if a reinforced force with the same magitude as the unbalanced force but in the opposite direction is added. Furthermore, the elasto-plastic theory always minimizes the actual unbalanced force or reinforced force in the sense of a condition number in the norm of complementary energy.A case study for an arch dam shows that the analysis of unbalanced force is helpful to evaluate the structural stability and reinforcement.

     

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