1989
DOI: 10.1016/0045-7949(89)90413-6
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Thermal buckling of composite laminated plates

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Cited by 128 publications
(40 citation statements)
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“…, and compared in Figure 1 with finite element results obtained by Kari et al [60] and analytical approach using first order shear deformation theory obtained by Bouazza et al [12]. It can be seen that for most cases the present results agree well with existing results.…”
Section: Isotropic Platessupporting
confidence: 81%
See 1 more Smart Citation
“…, and compared in Figure 1 with finite element results obtained by Kari et al [60] and analytical approach using first order shear deformation theory obtained by Bouazza et al [12]. It can be seen that for most cases the present results agree well with existing results.…”
Section: Isotropic Platessupporting
confidence: 81%
“…The critical temperatures of simply supported, isotropic square plates subjected to constant and linearly varying temperature distributions obtained using four variable refined plate theory are verified against the energy method based results of Gowda and Pandalai [59], solution of Kari et al [60] based on finite element method using semiloof element and…”
Section: Isotropic Platesmentioning
confidence: 91%
“…After obtaining the converged postbuckling de#ection, the vibration analysis of thermopiezoelectrically buckled plates can be performed by solving equation (23) as a generalized eigenvalue problem as follows: [20]. The critical temperature rise of isotropic square plates with all simply supported and clamped edges subjected to constant temperature distribution has been calculated and compared with previous results in Table 1.…”
Section: Solution Procedures Of Non-linear System Equationmentioning
confidence: 99%
“…The displacement field of a rectangular shear deformable plate can be expressed as (1) From the theory of large displacement, the strain-displacement relations can be written as (2a) and (2b) where () ,x and () ,y represent partial differentiation with respect to x and y. The relationship between stress resultants and the strain terms for the laminated plate may be written as (3) and the shear resultants may be written as (4) where stretching, stretching-bending and bending stiffnesses are defined as (5) where [Q ij ] k represents transformed plane stress reduced stiffness matrix of the kth lamina, which is a function of ply-angles (θ 1 , θ 2 , θ 3 . .…”
Section: Finite Element Formulationmentioning
confidence: 99%
“…Many investigators [1][2][3][4] in the past studied the thermal buckling behavior of laminated plates. Chai et al [5] optimized the ply-angles of anti-symmetric laminated composite plates subjected to in-plane compression using complex optimization technique.…”
Section: Introduction Tmentioning
confidence: 99%