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(6)

References

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Ahn Jin-Hee， Lee Chan-Goo，Won Jeong-Hun， et al.ShearResistance of the Perfobond-Rib Shear Connector Depending onConcrete[J].Journal of Constructional Steel Research，2010，66(1): 1295-1307.

[3] Guo Shenghua，Hino Shinichi，Kohei Yamaguchi，et al.BendingBehavior of Steel-Concrete Composite Girder with Perfobond ShearConnector Using Super-Light Weight Concrete with Steel FiberReinforcement[J].Memoirs of the Faculty of Engineering，2008，68(4): 193-208.

[4] 夏嵩，赵灿辉，张智育，等.PBL 传剪器极限承载力的试验研究[J].西南交通大学学报，2009，44(2): 166-170.

[5] 薛伟辰，代燕，周良，等.开孔板连接件受剪性能试验研究[J]．建筑结构学报，2009，30(5): 103-111.

[6] 季小莲，刘阳军，吴耀华.平板开孔式抗剪件的受力性能研究[J].钢结构，2012，27(9): 23-26．

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