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Lateral Torsional Buckling of Partially Encased Composite Beams without Concrete Slab
In special cases partially encased composite beams are used without concrete slabs. In such cases the beam may fail by lateral torsional buckling. No information is available whether or not it is allowed to take into account the torsional stiffness of the concrete and if so to what amount. 22 full scale tests were carried out on beams loaded by a point load. The test results were evaluated using different assumptions which lead to a new design proposal.
Lateral Torsional Buckling of Partially Encased Composite Beams without Concrete Slab
In special cases partially encased composite beams are used without concrete slabs. In such cases the beam may fail by lateral torsional buckling. No information is available whether or not it is allowed to take into account the torsional stiffness of the concrete and if so to what amount. 22 full scale tests were carried out on beams loaded by a point load. The test results were evaluated using different assumptions which lead to a new design proposal.
Lateral Torsional Buckling of Partially Encased Composite Beams without Concrete Slab
Lindner, Joachim (Autor:in) / Budassis, Nikos (Autor:in)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
22.05.2002
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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