Experimental study on flexure rigidity of composite slabs with closed profiled steel sheeting;

In this paper three specimens were tested to study the mechanical behaviors,including failure- modes,load-carrying capacities and deflections of composite steel-concrete beams with re-entrant trough profiled steel sheeting.

A closed profiled steel sheeting can be used as the reinforcement work together with the concrete.

In order to understand the failure modes,bearing capacity and the stiffness as well as the de- formation of a new type of composite slabs called as closed profiled steel sheeting-light weight concrete com- posite slabs,which was composed of closed profiled steel sheeting named BONDECKII and l.

Based on the test of sixteen closed-section steel deck-concrete composite slabs,the bending-bearing capacities and collapse mechanisms are presented.

Experimental study on the bending stiffness of the closed-section profiled steel slabs deck-lightweight-concrete composite slabs;

Type design and sectional characteristic calculation of closed profiled steel sheeting;

Construction technology of profiled steel sheeting composite slab;

This paper analyses deformation rules and control capability of profiled steel sheeting and stiffened elements concretely,and bring forward optimization measure of the board of middle case,which would of.