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A weighted collocation on the strong form with mixed radial basis approximations for incompressible linear elasticity

机译:具有混合径向基近似的强形式的加权搭配,用于不可压缩的线弹性

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摘要

A weighted strong form collocation framework with mixed radial basis approximations for the pressure and displacement fields is proposed for incompressible and nearly incompressible linear elasticity. It is shown that with the proper choice of independent source points and collocation points for the radial basis approximations in the pressure and displacement fields, together with the analytically derived weights associated with the incompressibility constraint and boundary condition collocation equations, optimal convergence can be achieved. The optimal weights associated with the collocation equations are derived based on achieving balanced errors resulting from domain, boundaries, and constraint equations. Since in the proposed method the overdetermined system of the collocation equations is solved by a least squares method, independent pressure and displacement approximations can be selected without suffering from instability due to violation of the LBB stability condition. The numerical solutions verify that the solution of the proposed method does not exhibit volumetric locking and pressure oscillation, and that the solution converges exponentially in both L_2 norm and H_1 semi-norm, consistent with the error analysis results presented in this paper.
机译:针对不可压缩和近不可压缩线弹性,提出了一种具有压力场和位移场混合径向基近似的加权强形式搭配框架。结果表明,通过正确选择压力场和位移场径向基近似的独立源点和搭配点,以及与不可压缩性约束和边界条件搭配方程相关的解析推导权重,可以实现最优收敛。与搭配方程相关的最优权重是基于域、边界和约束方程产生的平衡误差得出的。由于所提出的方法中,搭配方程的超定系统是通过最小二乘法求解的,因此可以选择独立的压力和位移近似值,而不会因违反LBB稳定性条件而产生不稳定性。数值解验证了所提方法的解没有表现出体积锁定和压力振荡,并且该解在L_2范数和H_1半范数上均呈指数收敛,与本文提出的误差分析结果一致。

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