EXPERIMENT STUDY ON BEARING CAPACITY OF PERFORATED STEEL PLATE SHEAR CONNECTORS

Ji Xiao-lian; Liu Yang-jun; Wu Yao-hua

doi:10.13204/j.gyjz201210027

Volume 42 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(10): 132-136,52

Ji Xiao-lian, Liu Yang-jun, Wu Yao-hua. EXPERIMENT STUDY ON BEARING CAPACITY OF PERFORATED STEEL PLATE SHEAR CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 132-136,52. doi: 10.13204/j.gyjz201210027

Citation:

Ji Xiao-lian, Liu Yang-jun, Wu Yao-hua. EXPERIMENT STUDY ON BEARING CAPACITY OF PERFORATED STEEL PLATE SHEAR CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 132-136,52. doi: 10.13204/j.gyjz201210027

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EXPERIMENT STUDY ON BEARING CAPACITY OF PERFORATED STEEL PLATE SHEAR CONNECTORS

doi: 10.13204/j.gyjz201210027

1.
China Jingye Engineering Corporation Limited,Beijing 100088,China

Received Date: 2012-04-20
Publish Date: 2012-10-20

Abstract

Abstract

Structure behavior of composite member depends largely on performance of shear connector.In this paper, shear connector formed by rectangular steel with two holes,applicable to composite beam in building structure,was presented.Failure modes and influences of the geometric dimensions on performance of the connector were studied and analyzed through eleven static push-out model tests,the geometric dimensions including height and thickness of the plate,diameters of the holes,and diameter of reinforcement bars through the holes and so on.It is shown that the proposed connector has good mechanical properties and is more economic,especially the ones with reinforced bars through the open holes have larger strength and better ductility．
- shear connectors,
- experimental study,
- push out test,
- shear capacities

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References

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