2014
DOI: 10.24107/ijeas.251231
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Dynamic Response of Thick Plates on Two Parameter Elastic Foundation Under Time Variable Loading

Abstract: In this paper, behavior of foundation plates with transverse shear deformation under time variable loading is presented using modified Vlasov foundation model. Finite element formulation of thick plates on elastic foundation is derived by using an 8-noded finite element based on Mindlin plate theory. Selective reduced integration technique is used to avoid shear locking problem which arises when smaller plate thickness is considered for the evaluation of the stiffness matrices. After comparisons are made with … Show more

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“…The general single equation of a plate which considered the influence of rotary inertia and shear on flexural motions of elastic plates was given by [4]. The elastic Vlasov foundation Q(ξ, η, τ) from [10,11] is given by:…”
Section: Problem Formulationmentioning
confidence: 99%
“…The general single equation of a plate which considered the influence of rotary inertia and shear on flexural motions of elastic plates was given by [4]. The elastic Vlasov foundation Q(ξ, η, τ) from [10,11] is given by:…”
Section: Problem Formulationmentioning
confidence: 99%