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弹性静力学问题的边界积分形式的数值流形法
引用本文:聂治豹,郑宏,万涛,林姗.弹性静力学问题的边界积分形式的数值流形法[J].岩土力学,2020,41(4):1429-1436.
作者姓名:聂治豹  郑宏  万涛  林姗
作者单位:北京工业大学 城市与工程安全减灾教育部重点实验室,北京 100124
基金项目:国家自然科学基金(No.51538001,No.11572009)。
摘    要:传统的数值流形法(NMM)一般均采用区域积分形式。结合边界单元法(BEM),提出了一种边界积分形式的数值流形法。该方法既能发挥NMM的可以灵活选取局部基的优势,又具有BEM降低问题求解维数的特点。针对二维的弹性静力学问题,对3个具有解析解的不同基准算例进行了数值应用,验证了所提方法的有效性和效率。计算结果表明,提高局部基的阶次可有效提高方法的计算精度。

关 键 词:数值流形法  边界单元法  弹性静力问题  应力集中因子  
收稿时间:2019-06-10
修稿时间:2019-07-15

The numerical manifold method for boundary integrals in elastostatics
NIE Zhi-bao,ZHENG Hong,WAN Tao,LIN Shan.The numerical manifold method for boundary integrals in elastostatics[J].Rock and Soil Mechanics,2020,41(4):1429-1436.
Authors:NIE Zhi-bao  ZHENG Hong  WAN Tao  LIN Shan
Institution:Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
Abstract:The traditional numerical manifold method (NMM) adopts the form of regional integration. This paper proposed a new NMM in the form of boundary integral by integrating the advantages of both the boundary element method (BEM) and the NMM, namely the dimension reduction of BEM and the flexibility of local base selection of NMM. For two-dimensional elastostatics problems, three different benchmark examples with analytical solutions are applied to verify the validity and efficiency of the newly proposed NMM. The results show that the accuracy of the proposed procedure can be effectively improved by increasing the order of the local basis.
Keywords:numerical manifold method  boundary element method  elastostatics problem  stress intensity factor  
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