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A modified numerical manifold method for simulation of finite deformation problem

机译:改进的数值流形方法模拟有限变形问题

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With many people contributing to its modifications and advancements, the numerical manifold method (NMM) is now recognized as an efficient tool to solve the continuum-discontinuum coupling problem in geotechnical engineering. However, false solutions have been found when modeling finite deformation problems using the original NMM. Based on the finite deformation theory, a modified version of NMM is derived from the weak form of conservation of momentum and the corresponding traction boundary condition. By taking the dual cover system as the displacement approximation, the governing equations of the modified NMM are formulated. A comparison of the governing equations of the original NMM and modified NMM illustrates the reason that the original NMM is not suitable for simulation of finite deformation problems. Three numerical examples are investigated to verify the capability of proposed method to predict static and dynamic finite deformation response. Numerical results show that the modified NMM eliminates the errors caused by large rotation and large strain, and obtains a good agreement with analytical solutions and the finite element method.
机译:随着许多人对其改进和进步做出的贡献,数字流形方法(NMM)现在被认为是解决岩土工程中连续非连续耦合问题的有效工具。但是,在使用原始NMM对有限变形问题建模时,发现了错误的解决方案。基于有限变形理论,从动量守恒的弱形式和相应的牵引边界条件推导出了NMM的修改版本。以双覆盖系统为位移近似值,提出了改进型NMM的控制方程。通过对原始NMM和修改后的NMM的控制方程进行比较,可以说明原始NMM不适合用于有限变形问题的模拟的原因。研究了三个数值例子,以验证所提出方法预测静态和动态有限变形响应的能力。数值结果表明,改进的NMM方法消除了大旋转,大应变引起的误差,与解析解和有限元方法取得了较好的吻合。

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