【摘要】 为解决岩土工程中的大变形和不连续问题,根据变形体动力学和离散元法的基本原理,建立了适用于可变形体的单元模型.采用弹塑性边边接触模型及动态松弛法,推导出相应的理论公式并编制了计算程序.通过选取适当的计算参数对典型算例进行分析计算;得到了静力平面问题的应力、位移分布及静态解的收敛过程;验证了计算程序和计算参数选取的正确性;证明了该方法用于岩土工程静力计算的可行性.更多还原

【Abstract】 To solve the problems of large displacement and discontinuousness in rock and soil engineering, a element model for deformable bodies was built according to the fundamental principle of dynamics of deformable bodies and discrete element method. Using elastic-plastic side-side contact model and dynamic relaxation method, the corresponding theoretical formula was deduced and the corresponding calculating program was worked out. The displacement and stress distribution of static problem and the astringency of its solution werer presented to test the validity of calculating program and parameter by analyzing a typical example. The feasibility of discrete element method for deformable bodies applied to static calculation in rock and soil engineering was proved.更多还原