Slipping Effects of Simple Combination Beam under the Action of Negative Bending Moment

Xu Hong Zhang; He Wu; Jian Ping Cao

doi:10.4028/www.scientific.net/AMR.243-249.1117

Paper Titles

Study on the Design Methods Based on Beam Hinge Mechanism of Frame Beams in Seismic Zones
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Interfacial Shear Stress Calculation of Prestressed CFRP Sheet Reinforcing Steel Beam
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Experimental Study of Deep Alluvium Boring Shaft Lining Used Super Strength Steel Fiber Concrete and Double Steel Plate
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Finite Element Analysis for Cyclic Behavior of Exposed Type of Column Bases Subjected to Tensile Force
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Slipping Effects of Simple Combination Beam under the Action of Negative Bending Moment
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Mechanical Property Analysis of High-Rise Building on Construction
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Study of Stress Amplitude along the Welding Seam in the Composite Cellular Beam with Eye-Shaped Openings
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The Effect of Interaction on the Dynamic Characteristics of Mega Frame Structure
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Compressive Behavior of Large-Scale Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Slipping Effects of Simple Combination Beam under...

Slipping Effects of Simple Combination Beam under the Action of Negative Bending Moment

Abstract:

A numerical study on slip effect of simply supported composite beams under negative bending moment is conducted by means of finite element program of ANSYS based on the feasibility verification of ANSYS. The research contents include: slip distribution rules; slip effect on deflection in service stage and ultimate bearing capacity; relationship between slip effect and shear connection、lognitudinal percentage of reinforcement and working behavior of composite beams with partial shear connection under negative bending moment .