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Volume 35 Issue 1
Dec.  2014
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Article Contents
Li Junhua, Zhao Hongtie, Xue Jianyang, Yang Yong. CONSTITUTIVE MODEL FOR BOND DAMAGE IN SRC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 69-70,81. doi: 10.13204/j.gyjz200501022
Citation: Li Junhua, Zhao Hongtie, Xue Jianyang, Yang Yong. CONSTITUTIVE MODEL FOR BOND DAMAGE IN SRC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 69-70,81. doi: 10.13204/j.gyjz200501022

CONSTITUTIVE MODEL FOR BOND DAMAGE IN SRC STRUCTURES

doi: 10.13204/j.gyjz200501022
  • Received Date: 2004-10-20
  • Publish Date: 2005-01-20
  • Bond damage in steel reinforced concrete(SRC) is very complicated,whose mechanism is seldom studied as yet.Probability is introdu ced to define damage,based on which a new constitutive model of bond damage in S RC is proposed,and the push-out test result is used to demonstrate the course o f damage.
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  • Daniels H E.The Statistical Theory of the Strength of Bundle of Threa ds.Proc.Royal Soc.,1945,183:405~435
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    [4] 李杰,张其云.混凝土随机损伤本构关系.同济大学学报,2001(10)
    [5] 郑山锁,杨勇,薛建阳,等.型钢混凝土粘结滑移性能研究.土木工程学报,2002(8)
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