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Volume 37 Issue 8
Dec.  2014
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Article Contents
Ding Min, Xue Weichen, Wang Hua. EXPERIMENT ON STUD SHEAR CONNECTORS IN STEEL-HIGH PERFORMANCE CONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 9-13. doi: 10.13204/j.gyjz200708003
Citation: Ding Min, Xue Weichen, Wang Hua. EXPERIMENT ON STUD SHEAR CONNECTORS IN STEEL-HIGH PERFORMANCE CONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 9-13. doi: 10.13204/j.gyjz200708003

EXPERIMENT ON STUD SHEAR CONNECTORS IN STEEL-HIGH PERFORMANCE CONCRETE COMPOSITE BEAMS

doi: 10.13204/j.gyjz200708003
  • Received Date: 2006-12-25
  • Publish Date: 2007-08-20
  • In order to investigate the actual behavior of stud connectors under monotonic load,10 push-out specimens are proposed.Based on tests of these specimens,failure pattern,shear bearing capacity,relation between load and slip,distortion capacity etc.of stud connector in high performance concrete are discussed in detail.And effects on shear behavior of stud connector,due to concrete type and stud diameter are analyzed.The results show that shear bearing capacity of stud in high performance concrete is almost the same to that in normal concrete,its distortion capacity is preferable,rigidity degeneration is both obviously,and ordinary welding methods are unfavorable.At last,the corresponding design suggestions based on tests and numerical analysis about shear bearing capacity of stud connectors in high performance concrete are put forward.
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  • .Slutter R G,Driscoll G C. Flexural Strength of Steel-Concrete Composite Beams[J].Journal of the Structural Division ASCE,1965,(02):71-99.
    .Ollgaard J,Slutter R G,Fisher J W. The Strength of Stud Shear Connection in Lightweight and Normal-Weight Concrete[J].AISC Engineering Journal,1971,(02):55-64.
    .张少云,孙国良. 钢-混凝土组合梁栓钉剪力连接件抗剪强度及性能研究[J].郑州工学院学报,1987,(06).
    .聂建国,沈聚敏,袁彦声. 钢-混凝土组合梁中剪力连接件实际承载力的研究[J].建筑结构学报,1996,(02):21-29.
    .宗周红,车惠民. 剪力连接件静载和疲劳试验研究[J].福州大学学报(自然科学版),1999,(06):61-66.doi: 10.3969/j.issn.1000-2243.1999.06.014.
    .叶梅新,罗如登. 群钉钢-混凝土组合件栓钉受力状态研究[J].钢结构,1999,(03):39-42.
    .聂建国,谭英,王洪全. 钢-高强混凝土组合梁栓钉剪力连接件的设计计算[J].清华大学学报(自然科学版),1999,(12):94-97.doi: 10.3321/j.issn:1000-0054.1999.12.026.
    .姚武. 磨细矿渣掺合料对高强混凝土流变及力学性能的影响[J].新型建筑材料,2000,(02):32-34.doi: 10.3969/j.issn.1001-702X.2000.01.012.
    .Wu Keru,Yan An,Yao Wu. Effect of Metallic Aggregate on Strength and Fracture Properties of HPC[J].Cement and Concrete Research,2001,(02):113-118.
    .王骅. 体外预应力钢-混凝土组合梁试验与理论研究[D].同济大学,2004.
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