Static analysis of an infinite beam resting on a tensionless Pasternak foundation
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Publication:837901
DOI10.1016/j.euromechsol.2009.03.003zbMath1167.74472OpenAlexW2025976209MaRDI QIDQ837901
Publication date: 21 August 2009
Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.euromechsol.2009.03.003
unilateral contactinfinite beamcomplex loadstensionless pasternak foundationtransfer displacement function method
Related Items (11)
Existence and uniqueness of finite beam deflection on nonlinear non-uniform elastic foundation with arbitrary well-posed boundary condition ⋮ A differential quadrature procedure for linear and nonlinear steady state vibrations of infinite beams traversed by a moving point load ⋮ Existence and uniqueness of nonlinear deflections of an infinite beam resting on a non-uniform nonlinear elastic foundation ⋮ Nonlinear analysis of shear deformable beam-columns partially supported on tensionless three-parameter foundation ⋮ Explicit characteristic equations for integral operators arising from well-posed boundary value problems of finite beam deflection on elastic foundation ⋮ Unnamed Item ⋮ 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 ⋮ An efficient iterative method for computing deflections of Bernoulli-Euler-von Karman beams on a nonlinear elastic foundation
Cites Work
- Response of an infinite beam resting on a tensionless elastic foundation subjected to arbitrarily complex transverse loads
- 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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