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Woelbkrafttorsion duennwandiger Staebe mit offenem Profil -- 1, 2
Torsion buckling of thin-walled profiles; it is assumed that profile cross-section remains unchanged during deformation, and slip strains in median plane are neglected; shear center coordinates, as well as inertia and static moments acting in arbitrary cross-section are determined; differential equations of torsion buckling are solved for particular loading and boundary conditions for some symmetric and rolled profiles; theory is extended to continuous beams, frames, and lattice girders. (see also n 29 Oct 1964 121 p, 18 tables)
Woelbkrafttorsion duennwandiger Staebe mit offenem Profil -- 1, 2
Torsion buckling of thin-walled profiles; it is assumed that profile cross-section remains unchanged during deformation, and slip strains in median plane are neglected; shear center coordinates, as well as inertia and static moments acting in arbitrary cross-section are determined; differential equations of torsion buckling are solved for particular loading and boundary conditions for some symmetric and rolled profiles; theory is extended to continuous beams, frames, and lattice girders. (see also n 29 Oct 1964 121 p, 18 tables)
Woelbkrafttorsion duennwandiger Staebe mit offenem Profil -- 1, 2
Woelbkrafttorsion duennwandiger Staebe mit offenem Profil -- 1, 2
Kollbrunner, C.F. (author) / Hajdin, N. (author)
1965
74 pages
23 Tables
Article (Journal)
English
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