Computational Development of a 4-Unknowns Trigonometric Quasi-3D Shear Deformation Theory to Study Advanced Sandwich Plates and Shells

被引:9
作者
Mantari, J. L. [1 ]
机构
[1] Univ Ingn Tecnol UTEC, Fac Mech Engn, Lima, Peru
关键词
Thickness stretching effect; shear deformation theory; static analysis; functionally graded materials; trigonometric plate theory; plates and shells; FUNCTIONALLY GRADED PLATES; ADVANCED COMPOSITE PLATES; FREE-VIBRATION ANALYSIS; STATIC ANALYSIS; BENDING ANALYSIS; FGM PLATES; PANELS; MODEL; FSDT;
D O I
10.1142/S1758825116500496
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, a simple and accurate sinusoidal trigonometric theory (STT) for the bending analysis of functionally graded single-layer and sandwich plates and shells is presented for the first time. The principal feature of this theory is that models the thickness stretching effect with only 4-unknowns, even less than the first order shear deformation theory (FSDT) which as it is well-known has 5-unknowns. The governing equations and boundary conditions are derived by employing the principle of virtual work. Then, a Navier-type closed-form solution is obtained for functionally graded plates and shells subjected to bi-sinusoidal load for simply supported boundary conditions. Consequently, numerical results of the present STT are compared with other refined theories, FSDT, and 3D solutions. Finally, it can be concluded that: (a) An accurate but simple 4-unknown STT with thickness stretching effect is developed for the first time. (b) Optimization procedure (described in the paper) appear to be of paramount importance for 4-unknown higher order shear deformation theories (HSDTs) of this gender, so deserves a lot of further research. (c) Transverse shear stresses results are sensitive to the theory and need carefully attention.
引用
收藏
页数:28
相关论文
共 61 条
[31]   Bending response of functionally graded plates by using a new higher order shear deformation theory [J].
Mantari, J. L. ;
Oktem, A. S. ;
Soares, C. Guedes .
COMPOSITE STRUCTURES, 2012, 94 (02) :714-723
[32]   Free vibration and stability of functionally graded plates according to a 2-D higher-order deformation theory [J].
Matsunaga, Hiroyuki .
COMPOSITE STRUCTURES, 2008, 82 (04) :499-512
[33]   Static and dynamic analysis of functionally graded plates using Four-variable refined plate theory by the new function [J].
Mechab, Ismail ;
Mechab, Belaid ;
Benaissa, Samir .
COMPOSITES PART B-ENGINEERING, 2013, 45 (01) :748-757
[34]   Static, free vibration and buckling analysis of isotropic and sandwich functionally graded plates using a quasi-3D higher-order shear deformation theory and a meshless technique [J].
Neves, A. M. A. ;
Ferreira, A. J. M. ;
Carrera, E. ;
Cinefra, M. ;
Roque, C. M. C. ;
Jorge, R. M. N. ;
Soares, C. M. M. .
COMPOSITES PART B-ENGINEERING, 2013, 44 (01) :657-674
[35]   A quasi-3D hyperbolic shear deformation theory for the static and free vibration analysis of functionally graded plates [J].
Neves, A. M. A. ;
Ferreira, A. J. M. ;
Carrera, E. ;
Cinefra, M. ;
Roque, C. M. C. ;
Jorge, R. M. N. ;
Soares, C. M. M. .
COMPOSITE STRUCTURES, 2012, 94 (05) :1814-1825
[36]   A quasi-3D sinusoidal shear deformation theory for the static and free vibration analysis of functionally graded plates [J].
Neves, A. M. A. ;
Ferreira, A. J. M. ;
Carrera, E. ;
Roque, C. M. C. ;
Cinefra, M. ;
Jorge, R. M. N. ;
Soares, C. M. M. .
COMPOSITES PART B-ENGINEERING, 2012, 43 (02) :711-725
[37]   Static analysis of functionally graded elastic anisotropic plates using a discrete layer approach [J].
Ramirez, F ;
Heyliger, PR ;
Pan, E .
COMPOSITES PART B-ENGINEERING, 2006, 37 (01) :10-20
[38]   A nonlinear modified couple stress-based third-order theory of functionally graded plates [J].
Reddy, J. N. ;
Kim, Jinseok .
COMPOSITE STRUCTURES, 2012, 94 (03) :1128-1143
[39]  
Reddy JN, 2000, INT J NUMER METH ENG, V47, P663, DOI 10.1002/(SICI)1097-0207(20000110/30)47:1/3<663::AID-NME787>3.0.CO
[40]  
2-8