2015
DOI: 10.1007/s11003-015-9785-0
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Determination of the Stress-Strain State in Thin Orthotropic Plates on Winkler’s Elastic Foundations

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Cited by 2 publications
(3 citation statements)
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“…The suggested method is close to Trefftz collocation method and meshless ones. It was tested on examples of cantilever plate [68], isotropic irregular plate [69], orthotropic plate resting on Winkler's foundation [70,71], double-connected isotropic rectangular plates [71] and plate connected with truss [72]. Its improved version is given in the presented paper.…”
Section: Literature Review Of the Methods For Solving Plate Bending Problemsmentioning
confidence: 99%
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“…The suggested method is close to Trefftz collocation method and meshless ones. It was tested on examples of cantilever plate [68], isotropic irregular plate [69], orthotropic plate resting on Winkler's foundation [70,71], double-connected isotropic rectangular plates [71] and plate connected with truss [72]. Its improved version is given in the presented paper.…”
Section: Literature Review Of the Methods For Solving Plate Bending Problemsmentioning
confidence: 99%
“…In the above R kps are unknown coefficients which are determined from boundary conditions at the plate contour, E kps (x s ) are unknown functions. Substituting expressions ( 7)-( 10) into Equation ( 2) we come to system of two unbounded forth order homogeneous differential equations with respect to these functions [70].…”
Section: Methodsmentioning
confidence: 99%
“…And the thickness will increase with the designed traffic volume. A large number of research works have been published to solve problem of a classical thin plate [2][3][4] or a thin plate on an elastic foundation [5][6][7][8][9]. Fisher investigated the elastic impact of a sphere on a thin plate which is continuous contact with a foundation [10].…”
Section: Introductionmentioning
confidence: 99%