Experimental study on connect properties of twin-perforated plate connectors under monotonic loads

Author

Chen, Jianbing ; Wan, Shui

Author_Institution

Dept. of Civil Eng., Suzhou Universuty of Sci. & Technol., Suzhou, China

fYear

2011

fDate

22-24 April 2011

Firstpage

5023

Lastpage

5026

Abstract

Twin-perforated plate connectors is a new type of connector used in steel-concrete composite beams. Based on monotonic push-out tests of twin-perforated plate connectors, failure modes, failure mechanism, load-slip rule and the limited shear strength of twin-perforated plate connectors had been gained. The effect upon the bearing capacity at the use stages, ultimate bearing capacity and sliding from the number of hole and the perforated reinforced bar was studied, and the different reasons of shear capacity of single-hole between the measured strength and calculated values according to the regressive formula were analyzed. The results showed twin-perforated plate connectors with the perforated reinforced bars had good performance, and the shear strength increased by 50% and sliding decreased by 80% than plate connectors without perforated reinforced bars.

Keywords

beams (structures); concrete; failure (mechanical); plates (structures); shear strength; steel; failure mechanism; failure modes; load-slip rule; monotonic loads; shear strength; steel-concrete composite beams; twin-perforated plate connectors; Bars; Bridges; Concrete; Connectors; Loading; Rail transportation; Steel; composite structure; perforated plate connector; push-out test; shear bearing capacity; slip;

fLanguage

English

Publisher

ieee

Conference_Titel

Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on

Conference_Location

Lushan

Print_ISBN

978-1-4577-0289-1

Type

conf

DOI

10.1109/ICETCE.2011.5776541

Filename

5776541