Thermal buckling analysis of skew fibre-reinforced composite and sandwich plates using shear deformable finite element models

被引:125
作者
Kant, T [1 ]
Babu, CS [1 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Bombay 400076, Maharashtra, India
关键词
buckling; higher-order theory; shear deformation; skew plate; skew laminates; skew sandwiches; thermal buckling;
D O I
10.1016/S0263-8223(99)00127-0
中图分类号
O3 [力学];
学科分类号
08 [工学]; 0801 [力学];
摘要
The paper considers the elastic buckling of skew fibre-reinforced composite and sandwich plates subjected to thermal loads. To the best of the authors' knowledge, there is no paper in the open literature on this subject and the present paper attempts to fill this gap. Two shear deformable finite element models, one based on first-order shear deformation theory and the other based on higher-order shear deformation theory, are employed to obtain thermal buckling solutions. Extensive numerical results are presented for both thin and thick laminated composite plates with various skew angles, lamination parameters and boundary conditions. A few results for skew sandwiches are obtained for various geometric parameters and skew angles. Results presented, not available so far, could be useful to designers and researchers who may use them as benchmark values to validate their numerical techniques and software for similar problems. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:77 / 85
页数:9
相关论文
共 14 条
[1]
Babu CS, 1999, COMPOS STRUCT, V46, P115, DOI 10.1016/S0263-8223(99)00039-2
[2]
BUCKLING OF ARBITRARY QUADRILATERAL ANISOTROPIC PLATES [J].
JAUNKY, N ;
KNIGHT, NF ;
AMBUR, DR .
AIAA JOURNAL, 1995, 33 (05) :938-944
[3]
A SIMPLE FINITE-ELEMENT FORMULATION OF A HIGHER-ORDER THEORY FOR UNSYMMETRICALLY LAMINATED COMPOSITE PLATES [J].
KANT, T ;
PANDYA, BN .
COMPOSITE STRUCTURES, 1988, 9 (03) :215-246
[4]
NUMERICAL-ANALYSIS OF THICK PLATES [J].
KANT, T .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1982, 31 (01) :1-18
[5]
KANT T, 1982, COMPUT STRUCT, V15, P177, DOI 10.1016/0045-7949(82)90065-7
[6]
Noor A., 1996, Appl. Mech. Rev., V49, P155, DOI [DOI 10.1115/1.3101923, 10.1115/1.3101923]
[7]
3-DIMENSIONAL SOLUTIONS FOR THERMAL BUCKLING OF MULTILAYERED ANISOTROPIC PLATES [J].
NOOR, AK ;
BURTON, WS .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (04) :683-701
[8]
3-DIMENSIONAL SOLUTIONS FOR INITIALLY STRESSED STRUCTURAL SANDWICHES [J].
NOOR, AK ;
PETERS, JM ;
BURTON, WS .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1994, 120 (02) :284-303
[9]
Prabhu M. S. S., 1976, Computers and Structures, V6, P177, DOI 10.1016/0045-7949(76)90027-4
[10]
ELASTIC STABILITY OF THERMALLY STRESSED CLAMPED-CLAMPED SKEW PLATES [J].
PRABHU, MSS ;
DURVASUL.S .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1974, 41 (03) :820-821