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Flexural Capacity of the Composite Beam using Angle as a Shear Connector
2015
Journal of Korean Society of Steel Construction
In this study, Composite beam flexural capacity was investigated experimentally using angle as a shear connector. The main experimental parameters are the size and the spacing of the angle and the overall behavior of before and after composite. Also, the composite beam bending performance when it used with hollow PC slab and the general RC slab was compared. When determining that it synthetically, the flexural capacity of the composite beam with angle shear connector estimated 25% to 55% more
doi:10.7781/kjoss.2015.27.1.063
fatcat:ke3bw5l73rbmxggdthdhac53iu