Inelastic analysis of semi-infinite foundation elements

DOI10.1016/J.MECHRESCOM.2009.10.004zbMath1272.74462OpenAlexW2090503513MaRDI QIDQ366384

Ashraf Ayoub, T. Ravi S. Mullapudi

Publication date: 13 September 2013

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

Full work available at URL: http://www.sciencedirect.com/science/article/pii/S0093641309001517

zbMATH Keywords

mixed finite elementbeam on foundationHellinger-Reissner variational principlesemi-infinite foundationVlasov foundation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Cites Work

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• Exact analysis of beams on two-parameter elastic foundations
• The response of a finite beam on a tensionless Pasternak foundation subjected to a harmonic load.
• The finite element method with Lagrangian multipliers
• Circular rigid beam on a tensionless two-parameter elastic foundation
• A beam resting on a tensionless Winkler foundation
• A two-field mixed variational principle for partially connected composite beams.

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