Study on Mechianial Properties about PBL Shear Connector

Hou Ping Liu; Ling Fang Li; Jian Wu; Chen Cheng; Shui Wan

doi:10.4028/www.scientific.net/AMM.638-640.255

Paper Titles

Solve Cast-in-Place Floor Slab in Frame Structure Buildings in the Study of \" Strong Beam Weak Column\" Issue
p.233

Spatial Fine Beam Model Based on Vector Form Intrinsic Finite Element Analysis
p.238

Standardization Study of Assembly Floor Slab in Steel Frame Structure
p.244

Study on Calculation of Interface between Fresh-Old Concrete in Assembled Monolithic Water-Distributing Beam
p.250

Study on Mechianial Properties about PBL Shear Connector
p.255

Study on Shear-Shear Deformation Hysteresis Relationship of Reinforced Concrete Shear Walls
p.260

Study on the Deflection Behavior of HRBF RC Beams under Serviceability Limit States
p.265

Study on the Member Buckling Influence to the Stability of Single-Layer Lattice Dome
p.270

Temporal and Spatial Evolution of Acoustic Emission in the Damage Process of Reinforced Concrete Column
p.275

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Study on Mechianial Properties about PBL Shear...

Study on Mechianial Properties about PBL Shear Connector

Abstract:

Based on the push-out test of the improved PBL shear connector, a finite element modal was established. In the FEA software of ANSYS, element type of Solid65 was adopted to simulate concrete; element type of Solid45 was adopted to simulate perforated rebar and steel plate, and element type of Conta173 and element type of Targe170 were adopted to simulate the interaction between perforated rebar and concrete, corrugated perforated plates and concrete. From the calculation of finite element modal, carrying capacity of the shear connector and the relative slip between steel plate and concrete were got. By comparing, the result of experiment is well with the result of calculation. Furthermore, the finite element modal is used to simulate mechianial properties of double row holes PBL shear connector. From the result of calculation, it can be concluded that the carrying capacity of double row holes shear connector is higher than the single row hole shear connector.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

255-259

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.255

Citation:

Cite this paper

Online since:

September 2014

Authors:

Hou Ping Liu, Ling Fang Li, Jian Wu, Chen Cheng, Shui Wan*

Keywords:

ANSYS, Carrying Capacity, PBL Shear Connector, Push-Out Test, Relative Slip

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Suhaib Yahya Kasim AI-Darzi. Behavior Study of Perfobond Shear connector (PhD Dissertation). Shanghai: Tongji University, (2007).

Google Scholar

[2] Medberry SB, Shahrooz BM. Perfobond shear connector for composite construction. Vol. 2-12(2002).

Google Scholar

[3] Machacek J., Studnicka J. Perforated shear connectors, Steel and Concrete Structures. Vol, 2(2002), pp.1-22.

DOI: 10.12989/scs.2002.2.1.051

Google Scholar

[4] Li Shuqin. Research on structural design and shear connectors of the PC box-girder bridge with corrugated steel webs (PhD Dissertation). Nanjin: Southeast University, (2012).

DOI: 10.1061/40616(281)19

Google Scholar

[5] E.C. Ogujiofor, M.U. Hosain. Behavior of perfobond rib shear connector: Push-out tests. Canadia Journal of Civil Engineering. Vol. 19 (1992), pp.224-235.

DOI: 10.1139/l92-001

Google Scholar