Experimental and Numerical Study on the Flexural Performance of Assembled Steel-Wood Composite Slab

This paper presents research on a new type of fabricated steel–wood composite floor material in the style slab-embedded beam flange, using test methods and finite element numerical analysis to study flexural load-bearing performance slabs. Through experimental phenomena, failure process mechanism are analyzed, deformation ultimate bearing capacity assessed. model, influence connection mode beam, number connectors, width flange bending beam–slab system is studied. The results show that slab has good performance. self-tapping screw better than ordinary steel nail connection, reasonable spacing 100–150 mm. Increasing can significantly improve component.