An extended edge-based smoothed discrete shear gap method for free vibration analysis of cracked Reissner-Mindlin plate

被引:15
|
作者
Yang, Gang [1 ,2 ]
Hu, Dean [1 ]
Han, Xu [1 ]
Ma, Guowei [2 ]
机构
[1] Hunan Univ, Coll Mech & Vehicle Engn, State Key Lab Adv Design & Mfg Vehicle Body, Changsha 410082, Hunan, Peoples R China
[2] Univ Western Australia, Sch Civil Environm & Min Engn, Perth, WA 6009, Australia
基金
中国国家自然科学基金;
关键词
Vibration analysis; Cracked Reissner-Mindlin plate; Extended finite element method; Discrete shear gap method; Strain smoothing; Mesh distortion; FINITE-ELEMENT-METHOD; SUPPORTED RECTANGULAR PLATE; METHOD FS-FEM; ISOGEOMETRIC ANALYSIS; TRIANGULAR ELEMENTS; ALPHA-FEM; DEFORMATION; COMPOSITE; INTEGRATION; STATIONARY;
D O I
10.1016/j.apm.2017.06.046
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An extended edge-based smoothed discrete shear gap method (XES-DSG3) is proposed for free vibration analysis of cracked Reissner-Mindlin plate by implementing the edge based strain smoothing operation into the discrete shear gap-based extended finite element method (XFEM-DSG3). In present method, the strain smoothing operation is implemented into the bending strain gradient matrices, in which the enriched functions are included. Then, the derivatives of element shape functions and derivatives of crack-tip singular enriched functions are not required in the computation. The calculation of element matrices is performed over the smoothing domains which are associated with edges of elements. The transverse shear locking of Reissner-Mindlin plate can be avoided by using the integration of discrete shear gap (DSG) method. Several numerical examples are investigated to illustrate the accuracy of XES-DSG3 for the free vibration analysis of cracked Reissner-Mindlin plate. Moreover, numerical results show that the present method is insensitive to mesh distortion and it is more stable than the pervious XFEM-DSG3. (C) 2017 Elsevier Inc. All rights reserved.
引用
收藏
页码:477 / 504
页数:28
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