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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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