The eccentric loading of a rigid circular foundation embedded in an isotropic elastic medium

DOI10.1002/nag.1610040203zbMath0472.73136OpenAlexW2033889099MaRDI QIDQ3926890

A. Patrick S. Selvadurai

Publication date: 1980

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.1610040203

zbMATH Keywords

axisymmetricisotropic elastic mediumeccentric loadinginfinite extentHankel integral transformasymmetric states of deformationinduced by loaded foundationrigid circular disc-shaped foundation embedded in bonded contacttwo sets of dual integral equations

Mathematics Subject Classification ID

Contact in solid mechanics (74M15) Soil and rock mechanics (74L10) Special integral transforms (Legendre, Hilbert, etc.) (44A15) Dynamical problems in solid mechanics (74H99) Systems of nonsingular linear integral equations (45F05) Elastic materials (74B99) Theories of friction (tribology) (74A55)

Related Items (8)

Indentation of a spherical cavity in an elastic body by a rigid spherical inclusion: influence of non-classical interface conditions ⋮ On the mechanics of a rigid disc inclusion embedded in a fluid saturated poroelastic medium ⋮ On the interaction between an elastically embedded rigid inhomogeneity and a laterally placed concentrated force ⋮ Coupled horizontal and rocking vibrations of a rigid circular plate on a transversely isotropic bi-material interface ⋮ Axisymmetric problems for an externally cracked elastic solid. II. Effect of a penny-shaped inclusion ⋮ Axisymmetric interaction of a rigid disc with a transversely isotropic half-space ⋮ Rocking vibrations of a rigid embedded foundation in a poroelastic half-space ⋮ Elastostatic bounds for the stiffness of an elliptical disc inclusion embedded at a transversely isotropic bi-material interface

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