Experimental Research on Interface Mechanic Behavior of the Composite Steel-Concrete Beams

Guo Fu

doi:10.4028/www.scientific.net/AMM.204-208.4471

Paper Titles

Rigidity Test Research of Rigid and Flexible Flange Connection in Power-Transformed Frames
p.4449

Nonlinear Dynamic Response of Buoys under the Collision Load with Ships
p.4455

Application of Differential Transform Method to Buckling Problems at Pinned-Clamped Boundary Conditions
p.4460

Research of the Pile Bent Property under the Horizontal Load
p.4465

Experimental Research on Interface Mechanic Behavior of the Composite Steel-Concrete Beams
p.4471

Solving the Linear Time-Fractional Wave Equation by Generalized Differential Transform Method
p.4476

Numerical Analysis for Bolt Length Based on the Stress Response of Anchorage Surrounding Rock
p.4481

A Novel Numerical Method for Computing Stress Intensity Factors
p.4486

The Effect of Boundary Conditions on Simulation of Horizontally Homogeneous Atmospheric Boundary Layer
p.4490

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Experimental Research on Interface Mechanic...

Experimental Research on Interface Mechanic Behavior of the Composite Steel-Concrete Beams

Abstract:

Experiments were conducted on 7 simply-supported composite steel-concrete beams (SCB) with compact steel sections to investigate their interface mechanic behavior. The influences of different loading mode, degree of shear connection and stud arrangement are discussed. The test process, specimen failure matter and uplift distribution along the span of the beam are analyzed. Based on the experimental research, the formulae are derived for the interface slip and uplift rigidity of the stud in composite steel-concrete beams. The present values bench-mark finite element analysis of load bearing capacity and deflection of composite steel-concrete beams.