Free vibration analysis of cracked thin plates by quasi-convex coupled isogeometric-meshfree method

被引:38
作者
Zhang, Hanjie [1 ,2 ]
Wu, Junzhao [1 ,2 ]
Wang, Dongdong [1 ,2 ]
机构
[1] Xiamen Univ, Dept Civil Engn, Xiamen 361005, Peoples R China
[2] Xiamen Univ, Fujian Prov Key Lab Math Modeling & High Performa, Xiamen 361005, Peoples R China
基金
中国国家自然科学基金;
关键词
meshfree method; isogeometric analysis; quasi-convex isogeometric-meshfree method; free vibration; cracked thin plate; SUPPORTED RECTANGULAR PLATE; ORDER MASS MATRICES; FINITE-ELEMENTS; KIRCHHOFF PLATES; REFINEMENT; SIMULATION; FRACTURE; NURBS;
D O I
10.1007/s11709-015-0310-1
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The free vibration analysis of cracked thin plates via a quasi-convex coupled isogeometric-meshfree method is presented. This formulation employs the consistently coupled isogeometric-meshfree strategy where a mixed basis vector of the convex B-splines is used to impose the consistency conditions throughout the whole problem domain. Meanwhile, the rigid body modes related to the mixed basis vector and reproducing conditions are also discussed. The mixed basis vector simultaneously offers the consistent isogeometric-meshfree coupling in the coupled region and the quasi-convex property for the meshfree shape functions in the meshfree region, which is particularly attractive for the vibration analysis. The quasi-convex meshfree shape functions mimic the isogeometric basis function as well as offer the meshfree nodal arrangement flexibility. Subsequently, this approach is exploited to study the free vibration analysis of cracked plates, in which the plate geometry is exactly represented by the isogeometric basis functions, while the cracks are discretized by meshfree nodes and highly smoothing approximation is invoked in the rest of the problem domain. The efficacy of the present method is illustrated through several numerical examples.
引用
收藏
页码:405 / 419
页数:15
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