| Title |
An Experimental Study on the Strength of composite Beam Structure |
| Abstract |
In composite beam's structures using formed metal deck, this paper was compared and investigated with foreign's standards, and existing data of push-out test about our experimental results of beam' specimens with various parameters; shape of metal deck plate, loading condition and degree of composite connection. As a result, the following fundamental data for structural composite beam design could be found out.1.When the corrugations of the deck run perpendicular to the steel beam, compatibility of shear strengths of stud connector obtained from push-out test could be obtained from ultimate flexural capacity of partial composite beams as Eq.(6)2.It was nonlinear between ultimate flexural capacity of partial composite beams and degree of composite connection as Eq.(9). |