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Stresses and deformations of slender-web steel girders
In order to investigate web plate behavior in welded steel plate girders under post-critical load, initial deflection and deformation of buckled webs were determined by photogrammetric methods, and stress distribution was computed; effect of flange flexural rigidity on type and amplitude of buckling waves was investigated, and optimum rigidity was determined; to calculate slender-web plate deformation, systems of cubic equations were set up for load types occurring frequently in praxis.
Stresses and deformations of slender-web steel girders
In order to investigate web plate behavior in welded steel plate girders under post-critical load, initial deflection and deformation of buckled webs were determined by photogrammetric methods, and stress distribution was computed; effect of flange flexural rigidity on type and amplitude of buckling waves was investigated, and optimum rigidity was determined; to calculate slender-web plate deformation, systems of cubic equations were set up for load types occurring frequently in praxis.
Stresses and deformations of slender-web steel girders
Contraintes et deformations des poutres a ames elancees en acier
Djubek, J. (author)
1963
9 pages
Article (Journal)
French
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