Failure Mode Attribution Analysis of PBL Shear Connector

Wen Jiang Zhang; Er Xia Du; Bei Zhan Liu; Shao Chong Yang

doi:10.4028/www.scientific.net/AMM.351-352.683

Paper Titles

Theoretical Analysis of the Impact on the Rod Bending about the Axial Force
p.667

The Hysteretic Property Study of Cross Steel Reinforced Concrete Special-Shaped Column in Different Axial Compression Ratios
p.671

Study on the Diaphragm Effect of the Beam Type Bridge
p.675

The Element Analysis on Hysteretic Property of Cross Steel Reinforced Concrete Special-Shaped Column in Different Rates of Steel Bone
p.679

Failure Mode Attribution Analysis of PBL Shear Connector
p.683

Axial Compression Ratio on Seismic Performance of CFPR Steel Tube Composite Columns Filled with Steel Reinforced Concrete
p.687

Design Method on Shear Behavior of Single Tapping Screw Connections in Cold-Formed Thin-Wall Steel Structures
p.691

Summary of Study on Composite Concrete Slabs
p.695

Constitutive Relationship of FRP Reinforced Column Plastic Hinge Zone Based on Pushover Analysis
p.699

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Failure Mode Attribution Analysis of PBL Shear...

Failure Mode Attribution Analysis of PBL Shear Connector

Abstract:

Investigation on PBL shear connectors failure modes and their related factors is conducted. On the basis of analysis on the detail mechanism of PBL shear connectors failure modes, the relations between the construction factors and failure modes are summarized. A reasonable way of failure mode is proposed for exerting the material properties of all components in PBL shear connector. As reference to construction and design of PBL shear connector, it is advised that the high strength concrete should be used, and the strength of steel plate should be not less than that of rebar. The position and posture of rebar cannot be ignored.