岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
9期
2702-2708
,共7页
扩展有限元法%三维裂纹%六面体任意节点单元%多尺度%互作用积分法%应力强度因子
擴展有限元法%三維裂紋%六麵體任意節點單元%多呎度%互作用積分法%應力彊度因子
확전유한원법%삼유렬문%륙면체임의절점단원%다척도%호작용적분법%응력강도인자
extended finite element method(XFEM)%three-dimensional cracks%arbitrary-node hexahedron element%multiscale%interaction integral method%stress intensity factors
扩展有限元法模拟裂纹时独立于网格,因此该方法是目前求解裂纹问题最有效的数值方法。为了在计算代价不大的情况,实现大型结构分析中考虑小裂纹或提高裂纹附近精度,在裂纹附近一般采用小尺度单元,其他区域采用大尺度单元。提出了分析三维裂纹问题的多尺度扩展有限元法,在需要的地方采用小尺度单元。基于点插值构造了六面体任意节点单元。所有尺度单元都采用8节点六面体单元,这样六面体任意节点单元可方便有效地连接不同尺度单元。采用互作用积分法计算三维应力强度因子。边裂纹和中心圆裂纹算例分析结果表明,该方法是正确和有效的。
擴展有限元法模擬裂紋時獨立于網格,因此該方法是目前求解裂紋問題最有效的數值方法。為瞭在計算代價不大的情況,實現大型結構分析中攷慮小裂紋或提高裂紋附近精度,在裂紋附近一般採用小呎度單元,其他區域採用大呎度單元。提齣瞭分析三維裂紋問題的多呎度擴展有限元法,在需要的地方採用小呎度單元。基于點插值構造瞭六麵體任意節點單元。所有呎度單元都採用8節點六麵體單元,這樣六麵體任意節點單元可方便有效地連接不同呎度單元。採用互作用積分法計算三維應力彊度因子。邊裂紋和中心圓裂紋算例分析結果錶明,該方法是正確和有效的。
확전유한원법모의렬문시독립우망격,인차해방법시목전구해렬문문제최유효적수치방법。위료재계산대개불대적정황,실현대형결구분석중고필소렬문혹제고렬문부근정도,재렬문부근일반채용소척도단원,기타구역채용대척도단원。제출료분석삼유렬문문제적다척도확전유한원법,재수요적지방채용소척도단원。기우점삽치구조료륙면체임의절점단원。소유척도단원도채용8절점륙면체단원,저양륙면체임의절점단원가방편유효지련접불동척도단원。채용호작용적분법계산삼유응력강도인자。변렬문화중심원렬문산례분석결과표명,해방법시정학화유효적。
Owing to the mesh-independent crack modeling, the extended finite element method (XFEM) is up to now most effective approach for modeling crack problem. In order to consider small cracks in the analysis of large structure or improve the accuracy around the cracks at a low cost, the fine-scale mesh is generally required around the cracks, whereas the coarse-scale mesh is used outside the cracks. A multiscale XFEM for three-dimensional crack modeling is proposed, which enables one to use a refined mesh only where it is required. The arbitrary-node hexahedron element is developed based on the point interpolation method. The eight-node hexahedron element is used for any scale element; thus the arbitrary-node hexahedron element can conveniently and effectively connect elements with different scales. The three-dimensional stress intensity factors are evaluated with the interaction integral method. Examples including an edge-crack problem and a central circle crack problem are given to illustrate the correctness and efficiency of the proposed method.