Static and free vibration analyses of multilayered plates by a higher-order shear and normal deformation theory and isogeometric analysis

被引:26
|
作者
Tran, Loc V. [1 ,2 ]
Kim, Seung-Eock [2 ]
机构
[1] Aalto Univ, Dept Civil Engn, POB 12100, FI-00076 Aalto, Finland
[2] Sejong Univ, Dept Civil & Environm Engn, 98 Gunja Dong, Seoul 143747, South Korea
基金
新加坡国家研究基金会;
关键词
Laminated composite plate; Isogeometric analysis; Higher-order shear deformation theory (HSDT); Thiekness stretching effect and quasi-3D model; FUNCTIONALLY GRADED PLATES; LAMINATED COMPOSITE PLATES; SANDWICH PLATES; MESHFREE METHOD; BUCKLING ANALYSES; THIN PLATES; NURBS; FORMULATION; STABILITY; ELEMENT;
D O I
10.1016/j.tws.2018.06.013
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper studies static and free vibration of multilayered plates based on isogeometric analysis (IGA) and higher-order shear and normal deformation theory. In which, the plate model with higher-order terms in the displacement fields can capture both shear deformation and thickness stretching effects. Consequently, it passes shear locking and achieves more accurate results in deflection, shear stress distributions, which are satisfied with traction free and interlaminate continuity conditions, and natural frequencies especially for sandwich plates. Utilizing non-uniform rational B-splines (NURBS) basis function fulfills C-1-continuity required by the plate model without additional variables.
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页码:622 / 640
页数:19
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