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摘要:
This paper focuses on the study of the stability of explicit time integration algorithm for dynamic problem by the Extended Finite Element Method(XFEM).A new enrichment scheme of crack tip is proposed within the framework of XFEM.Then the governing equations are derived and evolved into the discretized form.For dynamic problem,the lumped mass and the explicit time algorithm are applied.With different grid densities and different forms of Newmark scheme,the Dynamic Stress Intensity Factor(DSIF)is computed by using interaction integral approach to reflect the dynamic response.The effectiveness of the proposed scheme is demonstrated through the numerical examples,and the critical time stepping in different situations are listed and analyzed to illustrate the factors that affect the numerical stability.
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篇名 The Stable Explicit Time Stepping Analysis with a New Enrichment Scheme by XFEM
来源期刊 计算机、材料和连续体(英文) 学科 数学
关键词 XFEM DSIF NEWMARK SCHEME time STEPPING stability
年,卷(期) 2017,(3) 所属期刊栏目
研究方向 页码范围 187-206
页数 20页 分类号 O17
字数 语种
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研究主题发展历程
节点文献
XFEM
DSIF
NEWMARK
SCHEME
time
STEPPING
stability
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研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
计算机、材料和连续体(英文)
月刊
1546-2218
江苏省南京市浦口区东大路2号东大科技园A
出版文献量(篇)
346
总下载数(次)
4
总被引数(次)
0
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