الفهرس 
Literature study of composite beams with formed steel deckingOnly 14 pages are availabe for public view
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Abstract
A proposed calculation model is adopted for the analysis of
the composite simple steel-concrete beams with formed steel
decking, valid up to collapse, which takes into account the
effect of slip at interface between the concrete slab and the
steel girder. This model uses relatively sophisticated behaviour
laws: non-monotonous variation law of concrete in compression,
weak resistance of concrete in tension and especially the
phenomenon of strain hardening for steel. As for the stud
connectors, they are characterized by variable stiffness in
shear. The resolution of the model is made easier in adopting the
formulation by transfer matrix method the unknown vector
containing some internal forces and generalized displacements.
A computer programme is developed to deal with this
mathematical model. After checking the efficiency and accuracy of
the proposed model and the.computer programme with the available
experimental test results a versatile parametric study is
performed to investigate the effects of the degree of connection,
the goemetrical dimensions of composite section and the type of
loading on the overall behaviour of composite beams.