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复杂荷载作用下带裂纹薄板SIFs的快速解法 被引量:2

Quick solution to SIFs of thin plate with cracks under complex loads
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摘要 针对集成的总刚大小根据自由度数的增加出现剧增,导致计算机内存占用量过大、计算速度缓慢的问题,提出通用威廉姆斯(Williams)单元与矩阵压缩结合的SIFs(应力强度因子)快速解法,充分发挥Williams单元求解SIFs的直接性与矩阵压缩的高效性.在裂尖奇异区建立Williams单元得到所有SIFs的直接表达式,外围常规区按常规有限元法建模,对整体刚度矩阵采用压缩存储,并改进LU分解法以快速求解含压缩矩阵的刚度方程.算例分析表明:该方法能快速求解平面内与平面外荷载共同作用下带裂纹薄板所有裂尖SIFs,且具有较高的计算精度. Aiming at the problem that excessive computer memory usage and slow calculation speed caused by rapid enlargement of the size of total stiffness matrix with the increase in the degrees of freedom,a quick solution to the stress intensity factors(SIFs)with combining general Williams element and matrix compression was proposed.Full play to the directness of Williams element for solving SIFs,and the efficiency of matrix compression were given.The Williams element was established in the singular region of the crack tip to obtain the direct expression of SIFs in all modes.The peripheral regular region was modeled by the conventional finite element method,the total stiffness matrix was compressed and stored,and the LU decomposition method was improved to quickly solve the stiffness equation containing the compression matrix.Example analysis shows that the proposed method can quickly solve crack tip SIFs in all modes with cracked thin plate under the plane and anti-plane loads,and high calculation accuracy is achieved.
作者 徐华 蓝淞耀 杨绿峰 刘祖容 XU Hua;LAN Songyao;YANG Lüfeng;LIU Zurong(School of Civil Engineering and Architecture,Guangxi University,Nanning 530004,China;Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education,Guangxi University,Nanning 530004,China;Guangxi Key Laboratory of Disaster Prevention and Engineering Safety,Guangxi University,Nanning 530004,China;Department of Housing and Urban-Rural Development,Guangxi Zhuang Autonomous Region,Nanning 530028,China)
出处 《华中科技大学学报(自然科学版)》 EI CAS CSCD 北大核心 2019年第4期73-79,共7页 Journal of Huazhong University of Science and Technology(Natural Science Edition)
基金 国家自然科学基金重点资助项目(51738004) 广西教育厅科研资助项目(KY2016YB039) 工程防灾与结构安全教育部重点实验室系统性研究资助项目(2016ZDX06)
关键词 应力强度因子 威廉姆斯单元 有限元法 矩阵压缩 快速求解 stress intensity factor Williams element finite element method matrix compression quick solution
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