1990
DOI: 10.1016/0020-7683(90)90036-u
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An exact solution for the statics and dynamics of laminated thick plates with orthotropic layers

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Cited by 120 publications
(22 citation statements)
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“…Analytical approaches have been also developed for composite laminates, for instance, Jiarang et al [32], Srinivas et al [33,34] and Vel et al [35] proposed exact solutions for static bending, vibration and buckling analysis of thick orthotropic plates and laminates, whereas sandwich plates and bidirectional composites have been examined by Pagono [36]. Furthermore, Leissa et al [37] successfully presented exact solutions for vibration and buckling analysis of a SS-C-SS-C rectangular plate loaded by linearly varying in-plane stress, and later Kang et al [38] further extended that method to study the free vibration problem of laminated composites subjected to in-plane moments acting on two opposite simply supported edges.…”
mentioning
confidence: 99%
“…Analytical approaches have been also developed for composite laminates, for instance, Jiarang et al [32], Srinivas et al [33,34] and Vel et al [35] proposed exact solutions for static bending, vibration and buckling analysis of thick orthotropic plates and laminates, whereas sandwich plates and bidirectional composites have been examined by Pagono [36]. Furthermore, Leissa et al [37] successfully presented exact solutions for vibration and buckling analysis of a SS-C-SS-C rectangular plate loaded by linearly varying in-plane stress, and later Kang et al [38] further extended that method to study the free vibration problem of laminated composites subjected to in-plane moments acting on two opposite simply supported edges.…”
mentioning
confidence: 99%
“…A benchmark three-ply laminated plate problem [28,30,31,51] is then considered and the results obtained are compared with available analytical and numerical solutions. In the third example, a thick circular plate is modelled and the accuracy of the results is verified with those obtained from exact solutions and those generated by ABAQUS.…”
Section: Generalmentioning
confidence: 99%
“…To validate the proposed method, the benchmark problem of a simply supported three-layer square plate loaded only on the top surface by a uniform normal pressure P 0 [28,31,51] is solved using the state space RKPM. The laminated plate consists of two identical face layers and a core layer, denoted as F 1 ; F 2 , and C. For each layer, the orthotropic material properties corresponding to Aragonite crystals are assumed as:…”
Section: Examplementioning
confidence: 99%
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