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LINEAR ELASTIC LATERAL BUCKLING (INCLUDING SHEAR DEFORMATION) AND LINEAR ELASTIC LATERAL TORSIONAL BUCKLING OF COMPOSITE BEAMS ‐ AN ANALYTICAL ENGINEERING APPROACH
This article outlines a concise and complete versatile novel analytical framework to quickly and effectively assess lateral shear (knik) and lateral torsional buckling (kip) of composite beams build of sections with different lengths. The adjective “composite” includes dissimilar beam cross‐sections (beam profiles) and distinct beam materials. The major aim is to provide engineers with an accurate, simple but elegant analytical beam buckling tool based on advanced solid theoretical propositions. The justification of the analytical theory is supplied by demonstration of executed numerical tests, which affirm the validity of the proposed analytical buckling models adapted to the considered beam buckling cases.
LINEAR ELASTIC LATERAL BUCKLING (INCLUDING SHEAR DEFORMATION) AND LINEAR ELASTIC LATERAL TORSIONAL BUCKLING OF COMPOSITE BEAMS ‐ AN ANALYTICAL ENGINEERING APPROACH
This article outlines a concise and complete versatile novel analytical framework to quickly and effectively assess lateral shear (knik) and lateral torsional buckling (kip) of composite beams build of sections with different lengths. The adjective “composite” includes dissimilar beam cross‐sections (beam profiles) and distinct beam materials. The major aim is to provide engineers with an accurate, simple but elegant analytical beam buckling tool based on advanced solid theoretical propositions. The justification of the analytical theory is supplied by demonstration of executed numerical tests, which affirm the validity of the proposed analytical buckling models adapted to the considered beam buckling cases.
LINEAR ELASTIC LATERAL BUCKLING (INCLUDING SHEAR DEFORMATION) AND LINEAR ELASTIC LATERAL TORSIONAL BUCKLING OF COMPOSITE BEAMS ‐ AN ANALYTICAL ENGINEERING APPROACH
Derks, Johannes P. B. N. (author)
ce/papers ; 3 ; 282-292
2019-12-01
11 pages
Article (Journal)
Electronic Resource
English
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