K. Munaswamy, Ramalakshmi Pullela
{"title":"Computation of stress intensity factors for through cracks in plates using p-version finite element method","authors":"K. Munaswamy, Ramalakshmi Pullela","doi":"10.1002/CNM.1065","DOIUrl":null,"url":null,"abstract":"The present study concerns the analysis of bending of plates and shells subjected to various boundary conditions and load. Bending stress intensity factors for plates containing through-thickness crack under edge bending load are evaluated. To accomplish this task, hierarchical degenerated plate/shell and crack-tip singular plate/shell elements were developed. \n \n \n \nThe hierarchical degenerated plate shell element has four corner nodes, four mid-side nodes and one central node on the mid-surface of the shell geometry with five degrees of freedom at each node. p-Version shape functions up to order seven were used for defining the displacement field. Enriching the displacement field with the asymptotic displacement field near the crack tip, a crack-tip singular plate/shell element was developed. Some benchmark problems were analyzed and compared. Analyses were performed to obtain the stress intensity factors of plate with through-thickness crack using singular hierarchical degenerated plate/shell element around the crack tip. Numerical results obtained from the present element formulations are compared with analytical/numerical solutions available from literature. It is inferred that numerical results are in good agreement with the benchmark plate and shell problems. Copyright © 2007 John Wiley & Sons, Ltd.","PeriodicalId":51245,"journal":{"name":"Communications in Numerical Methods in Engineering","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2007-11-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1002/CNM.1065","citationCount":"7","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Communications in Numerical Methods in Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1002/CNM.1065","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 7
用p型有限元法计算板内贯通裂纹的应力强度因子
本文研究了板壳在各种边界条件和载荷作用下的弯曲问题。对含透厚裂纹板在边缘弯曲载荷作用下的弯曲应力强度因子进行了计算。为此,建立了分层退化板壳单元和裂纹尖端奇异板壳单元。分层退化板壳单元在壳几何的中表面具有4个角节点、4个中侧节点和1个中心节点,每个节点有5个自由度。采用最高七阶的p-版本形状函数来定义位移场。利用裂纹尖端附近的渐近位移场来丰富位移场,建立了裂纹尖端奇异板壳单元。对一些基准问题进行了分析和比较。采用裂纹尖端周围奇异阶跃退化板壳单元,对含透厚裂纹的板进行了应力强度因子分析。数值结果得到了由目前的元素公式与解析/数值解从文献中可用的比较。计算结果与基准板壳问题吻合较好。版权所有©2007 John Wiley & Sons, Ltd
本文章由计算机程序翻译,如有差异,请以英文原文为准。