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三维无单元法模拟裂纹扩展
引用本文:马泽玲,虎旭林. 三维无单元法模拟裂纹扩展[J]. 宁夏大学学报(自然科学版), 2011, 32(1): 35-38
作者姓名:马泽玲  虎旭林
作者单位:北方民族大学信息与计算科学学院,宁夏银川,750021
基金项目:北方民族大学科研基金资助项目
摘    要:介绍了三维无单元法的基本思想和程序设计思路,计算了梁和薄板的裂纹扩展.计算结果表明,无单元法的计算精度是比较高的,可以很好地描述裂纹的扩展.

关 键 词:无单元法    板壳  裂纹扩展

Simulation of Fracture Propagation by Three-dimensional Element-free Method
Ma Zeling,Hu Xulin. Simulation of Fracture Propagation by Three-dimensional Element-free Method[J]. Journal of Ningxia University(Natural Science Edition), 2011, 32(1): 35-38
Authors:Ma Zeling  Hu Xulin
Affiliation:Ma Zeling,Hu Xulin (School of Information and Computation Science,Northern China University for Nationalities,Yinchuan 750021,China)
Abstract:The basic idea of three-dimensional element-free method and its program design are introduced.A beam's and thin plate's fracture propagation are calculated.The results show that element-free method calculational accuracy is relatively high.This method can well describle the fracture propagation.
Keywords:element-free method  beam  shell  fracture propagation  
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