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首页> 外文期刊>Computers, Materials & Continua >Nonlinear Dynamic Analysis of Three-Dimensional Elasto-Plastic Solids by the Meshless Local Petrov-Galerkin (MLPG) Method
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Nonlinear Dynamic Analysis of Three-Dimensional Elasto-Plastic Solids by the Meshless Local Petrov-Galerkin (MLPG) Method

机译:无网格局部Petrov-Galerkin(MLPG)方法对三维弹塑性固体进行非线性动力学分析

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摘要

The meshless local Petrov-Galerkin approach is proposed for the nonlinear dynamic analysis of three-dimensional (3D) elasto-plastic problems. Galerkin weak-form formulation is applied to derive the discrete governing equations. A weak formulation for the set of governing equations is transformed into local integral equations on local sub-domains by using a unit test function and local weak-form formulation in three dimensional continua for the general dynamic problems is derived. Three dimensional Moving Least-Square (MLS) approximation is considered as shape function to approximate the field variable of scattered nodes in the problem domain. Normality hypothesis of plasticity is adopted to define the stress-strain relation in elasto-plastic analysis and the unknown plastic multiplier is obtained by the consistency condition. Von Mises yield criterion in three dimensional space is used as a yield function to determine whether the material has yielded. The Newmark time integration method in an incremental form is used to solve the final system of nonlinear second order Ordinary Differential Equations (ODEs). Several numerical examples are given to demonstrate the accuracy and effectiveness of the present numerical approach.
机译:提出了无网格局部Petrov-Galerkin方法,用于三维(3D)弹塑性问题的非线性动力学分析。采用Galerkin弱形式公式推导离散控制方程。通过使用单元检验函数,将控制方程组的一个弱公式转化为局部子域上的局部积分方程,并针对一般动力学问题在三维连续体中导出了局部弱形式公式。三维移动最小二乘(MLS)近似被视为形状函数,用于在问题域中近似分散节点的场变量。在弹塑性分析中采用塑性的正态假设来定义应力-应变关系,并通过一致性条件获得未知的塑性乘数。三维空间中的冯·米塞斯屈服准则用作屈服函数,以确定材料是否屈服。采用增量形式的Newmark时间积分方法来求解非线性二阶常微分方程(ODE)的最终系统。给出了几个数值示例,以证明本数值方法的准确性和有效性。

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