Nonlinear analysis of structural elements under unilateral contact constraints by a Ritz-type approach
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Publication:837252
DOI10.1016/j.ijsolstr.2007.12.012zbMath1169.74658OpenAlexW2039141496MaRDI QIDQ837252
Wellington L. A. Pereira, Ricardo A. M. Silveira, Paulo Batista Gonçalves
Publication date: 10 September 2009
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2007.12.012
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Related Items (4)
Efficient analysis of plates on nonlinear foundations ⋮ 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 ⋮ Flexural wave propagation in infinite beams on a unilateral elastic foundation
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