Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The non-linear flexural-torsional behaviour of straight slender elastic beams with arbitrary cross sections
Abstract A potential energy functional for the non-linear flexural-torsional behaviour of straight slender elastic beams with arbitrary cross sections is derived. The result is generally applicable to situations where the strains are small and the Bernoulli hypotheses are valid. It is shown that special theories can be derived from the general expressions in a consistent manner, by neglecting some specific terms.
The non-linear flexural-torsional behaviour of straight slender elastic beams with arbitrary cross sections
Abstract A potential energy functional for the non-linear flexural-torsional behaviour of straight slender elastic beams with arbitrary cross sections is derived. The result is generally applicable to situations where the strains are small and the Bernoulli hypotheses are valid. It is shown that special theories can be derived from the general expressions in a consistent manner, by neglecting some specific terms.
The non-linear flexural-torsional behaviour of straight slender elastic beams with arbitrary cross sections
van Erp, G.M. (Autor:in) / Menken, C.M. (Autor:in) / Veldpaus, F.E. (Autor:in)
Thin-Walled Structures ; 6 ; 385-404
19.05.1988
20 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Lateral-torsional buckling of tapered thin-walled beams with arbitrary cross-sections
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