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This article is cited in 5 scientific papers (total in 5 papers)
Torsional post-buckling of a simply supported thin-walled open-section beam resting on a two-parameter foundation
Ch. K. Raoa, L. B. Raob a Nalla Narasimha Reddy Group of Institutions, Hyderabad, India
b School of Mechanical and Building Sciences, VIT University, Chennai, 600127, India
Abstract:
The problem of the post-buckling response of a simply supported thin-walled beam subjected to an axial compressive load and supported by the Winkler–Pasternak foundation is studied in this paper. The strains are assumed to be small and elastic. The shear deformations and the in-plane cross-sectional deformations are assumed to be negligible. The post-buckling paths of the simply supported beam are determined for different values of the Winkler and Pasternak stiffness parameters. Bifurcation points are found.
Keywords:
beam, open section, post-buckling, warping, Winkler–Pasternak foundation.
Received: 15.08.2016 Revised: 27.12.2016
Citation:
Ch. K. Rao, L. B. Rao, “Torsional post-buckling of a simply supported thin-walled open-section beam resting on a two-parameter foundation”, Prikl. Mekh. Tekh. Fiz., 59:1 (2018), 204–213; J. Appl. Mech. Tech. Phys., 59:1 (2018), 176–184
Linking options:
https://www.mathnet.ru/eng/pmtf633 https://www.mathnet.ru/eng/pmtf/v59/i1/p204
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