NUMERICAL SIMULATIONS FOR LARGELY DEFORMED BEAMS AND RINGS ADOPTING A NONTENSILE SMOOTHED PARTICLE HYDRODYNAMICS ALGORITHM

IF 0.9
T. Tran-Duc, M. Meylan, N. Thamwattana
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引用次数: 0

Abstract

Abstract Three typical elastic problems, including beam bending, truss extension and compression, and two-rings collision are simulated with smoothed particle hydrodynamics (SPH) using Lagrangian and Eulerian algorithms. A contact-force model for elastic collisions and equation of state for pressure arising in colliding elastic bodies are also analytically derived. Numerical validations, on using the corresponding theoretical models, are carried out for the beam bending, truss extension and compression simulations. Numerical instabilities caused by largely deformed particle configurations in finite/large elastic deformations are analysed. The numerical experiments show that the algorithms handle small deformations well, but only the Lagrangian algorithm can handle large elastic deformations. The numerical results obtained from the Lagrangian algorithm also show a good agreement with the theoretical values.
采用非拉伸光滑粒子流体力学算法的大变形梁和环的数值模拟
摘要采用光滑粒子流体力学(SPH)方法,采用拉格朗日和欧拉算法对梁弯曲、桁架拉伸和压缩、双环碰撞等3个典型弹性问题进行了数值模拟。本文还解析导出了弹性碰撞的接触力模型和弹性体碰撞产生压力的状态方程。采用相应的理论模型对梁的弯曲、桁架的拉伸和压缩进行了数值验证。分析了有限/大弹性变形中粒子组态大变形引起的数值不稳定性。数值实验表明,该算法可以很好地处理小变形,但只有拉格朗日算法才能处理大的弹性变形。拉格朗日算法的数值计算结果也与理论值吻合较好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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