2018
DOI: 10.31462/jseam.2018.03136146
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A general solution for the receding contact problem of a functionally graded layer resting on a Winkler foundation

Abstract: In this paper, the receding contact problem of functionally graded (FG) layer resting on a Winkler foundation is considered. It is assumed that the shear modulus of the layer change functionally along the depth whereas Poisson ratio remains constant. Arbitrary concentrated loads by means of arbitrary rigid punches are applied to the top of the layer. The problem is considered as a plain strain problem. A general formulation is obtained using elasticity theory and Fourier integral transform. Obtained formulatio… Show more

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Cited by 4 publications
(2 citation statements)
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“…Subgrade layer which serves in as the foundation bedrock, is of key importance in the foundation construction. How strong, firm, and drenched this layer is will control the overall general structural foundation execution [14]. The main limit of subgrade soils is to offer assistance to structural foundations.…”
Section: Foundation Failurementioning
confidence: 99%
“…Subgrade layer which serves in as the foundation bedrock, is of key importance in the foundation construction. How strong, firm, and drenched this layer is will control the overall general structural foundation execution [14]. The main limit of subgrade soils is to offer assistance to structural foundations.…”
Section: Foundation Failurementioning
confidence: 99%
“…Birinci et al [31] studied the continuous and discontinuous contact problem of the bilayer resting on a Winkler foundation using the FEM. Adıyaman and Birinci [32] investigated the contact problem of an FG layer pressed to a Winkler foundation with the arbitrary rigid punches.…”
Section: Introductionmentioning
confidence: 99%