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논문 기본 정보

자료유형
학술저널
저자정보
Murat Altekin (Yildiz Technical University)
저널정보
한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.25 No.6
발행연도
2020.1
수록면
537 - 549 (13page)

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Geometrically nonlinear axisymmetric bending analysis of shear deformable circular plates on a nonlinear threeparameter elastic foundation was made. Plates ranging from “thin” to “moderately thick” were investigated for three types of material: isotropic, transversely isotropic, and orthotropic. The differential equations were discretized by means of the finite difference method (FDM) and the differential quadrature method (DQM). The Newton-Raphson method was applied to find the solution. A parametric investigation using seven unknowns per node was presented. The novelty of the paper is that detailed numerical simulations were made to highlight the combined effects of the material properties and the boundary conditions on (i) the deflection, (ii) the stress resultants, and (iii) the external load. The formulation was verified through comparison studies. It was observed that the results are highly influenced from the boundary conditions, and from the material properties.

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