2010
DOI: 10.1016/j.ijsolstr.2010.03.014
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A Ritz’s method based solution for the contact problem of a deformable rectangular plate on an elastic quarter-space

Abstract: a b s t r a c tIn this article, Ritz's method is used to calculate with unprecedented accuracy the displacements related to a deformable rectangular plate resting on the surface of an elastic quarter-space. To achieve this required three basic steps. The first step involved the study of Green's function describing the vertical displacements of the surface of an elastic quarter-space due to vertical force applied on its surface. For this case, an explicit formula was obtained by analytically resolving a complic… Show more

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Cited by 16 publications
(3 citation statements)
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“…The coupling terms (23) are numerically evaluated to calculate the unbounded double integral in the Fourier wavenumber domain. The calculation of these terms must be carefully evaluated with respect to the integration limits, which must be truncated at a finite value, and the integration step to ensure the numerical convergence of the integral.…”
Section: Modal Expansion Of Plate Displacementmentioning
confidence: 99%
See 1 more Smart Citation
“…The coupling terms (23) are numerically evaluated to calculate the unbounded double integral in the Fourier wavenumber domain. The calculation of these terms must be carefully evaluated with respect to the integration limits, which must be truncated at a finite value, and the integration step to ensure the numerical convergence of the integral.…”
Section: Modal Expansion Of Plate Displacementmentioning
confidence: 99%
“…In most cases, analytical solutions are difficult to obtain mainly due to the complex geometry involved, which leads researchers to use alternative methods like the finite element method (FEM) or boundary element method. 18,22,23 Bonnet 24 performed a review of the mathematical basis of methods, which are more appropriate than the FEM for handling linear wave propagation, infinite domain, and mobile boundaries. Although these methods are powerful, long computations and infinite medium must be regularized in some way.…”
Section: Introductionmentioning
confidence: 99%
“…The plate is fairly flexible, therefore it is very likely that the contact with the foundation will be lost due to asymmetrical half-circular pressure. Therefore it is advisable to investigate such a case as a contact problem (Guenfoud et al 2010), applying single-sided bonds modeled by CONTAC52 finite elements. The foundation model is composed of three soil layers of different physical-mechanical characteristics which are discussed above.…”
Section: Structural Model Generation In the Ansys Pre-processormentioning
confidence: 99%