Buckling behaviour of rectangular and skew plates with elastically restrained edges under non-uniform mechanical edge loading. [PDF]
PLoS OneWang C, Liu Q.
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Nonlinear Thermomechanical Low-Velocity Impact Behaviors of Geometrically Imperfect GRC Beams. [PDF]
Materials (Basel)Zhang T, Li Q, Mao JJ, Zha C.
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The porosity effect on the buckling analysis of functionally graded plates under thermal environment using a Quasi-3D theory. [PDF]
Sci RepAljadani MH.
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Vibration Control of AFG Beam with Moving Load in Thermal Environment. [PDF]
Materials (Basel)Xu X, Wang Y.
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Experimental investigation and analytical verification of buckling of functionally graded carbon nanotube-reinforced sandwich beams. [PDF]
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Thermal posybuckling of rectangular plates on pasternak elastic foundations
Mechanics Research Communications, 1988Thermal postbuckling of thin plates has not been studied extensively. Axisymmetric thermal postbuckling of circular plates and doubly-symmetric thermal postbuckling of square plates on Winkler foundations have been investigated by \textit{K. K. Raju} and \textit{G. V. Rao} [Comput. Struct.
P C Dumir
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The present work deals with the thermomechanical bending response of functionally graded plates resting on Winkler-Pasternak elastic foundations. Theoretical formulations are based on a recently developed refined trigonometric shear deformation theory (RTSDT).
Houari Mohammed Sid Ahmed +1 more
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Abstract Exact solutions for functionally graded thick plates are presented based on the three-dimensional theory of elasticity. The plate is assumed isotropic at any point, while material properties to vary exponentially through the thickness. The system of governing partial differential equations is reduced to an ordinary one about the thickness ...
C F Lu, W Q Chen
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Linear and nonlinear elastic analysis of closely spaced strip foundations using Pasternak model
Frontiers of Structural and Civil Engineering, 2016In this study, an attempt is made to determine the interaction effect of two closely spaced strip footings using Pasternak model. The study considers small strain problem and has been performed using linear as well as nonlinear elastic analysis to determine the interaction effect of two nearby strip footings.
Sathiyamoorthy Rajesh +2 more
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A contact problem: the elastic beam on one-sided pasternak foundation
Applicable Analysis, 1982We study the problem of the elastic beam on a unilateral Pasternak foundation.
MACERI F, TOSCANO R, MACERI, Aldo
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