Response of an infinite beam resting on a tensionless elastic foundation subjected to arbitrarily complex transverse loads

DOI10.1016/J.MECHRESCOM.2008.07.011zbMath1273.74164OpenAlexW2057257237MaRDI QIDQ985974

J. Martínez

Publication date: 9 August 2010

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.mechrescom.2008.07.011

zbMATH Keywords

Winkler foundationunilateral contacttransfer displacement function method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Contact in solid mechanics (74M15)

Related Items (7)

Static analysis of an infinite beam resting on a tensionless Pasternak foundation ⋮ A differential quadrature procedure for linear and nonlinear steady state vibrations of infinite beams traversed by a moving point load ⋮ Nonlinear analysis of shear deformable beam-columns partially supported on tensionless three-parameter foundation ⋮ Response of an infinite beam on a bilinear elastic foundation: bridging the gap between the Winkler and tensionless foundation models ⋮ On the stability loss for an Euler beam resting on a tensionless Pasternak foundation ⋮ Analytical model of buried beams on a tensionless foundation subjected to differential settlement ⋮ Response of an infinite beam resting on the tensionless Winkler foundation subjected to an axial and a transverse concentrated loads

Cites Work

• The response of a finite beam on a tensionless Pasternak foundation subjected to a harmonic load.
• A tensionless contact between a beam and an elastic half-space
• Response of a finite beam in contact with a tensionless foundation under symmetric and asymmetric loading
• A Steadily Moving Load on an Elastic Beam Resting on a Tensionless Winkler Foundation
• A beam resting on a tensionless Winkler foundation

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