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关于钢筋均匀伸长率限值的探讨

Discuss of Least Even Percentage Elongation for Steel Bars

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【作者】 魏星王仁义黄诚刘立新

【Author】 WEI Xing 1, WANG Ren-yi 1, HUANG Cheng 2, LIU Li-xin 1 (1.College of Civil & Building Engineering,Zhengzhou University of Technology,Zhengzhou 450002,China; 2.Design Department of Xixian Urban Construction Bureau,Xixian 464300,China)

【机构】 郑州工业大学土木建筑工程学院!河南郑州450002河南省息县城建局设计所!河南息县464300

【摘要】 由于均匀伸长率δgt能够更好地反映混凝土构件中钢筋的工作状态 ,国际上已经开始采用δgt来评价钢筋延性的好坏 ,但我国尚未对应用于混凝土构件中钢筋的均匀延伸率作出具体规定 .基于混凝土受弯构件的平截面假定和《混凝土结构设计规范》GBJ 1 0 -89,通过理论分析 ,给出混凝土受弯构件用钢筋的均匀伸长率最小限值 ,钢筋的延性只要满足该值的要求 ,构件就不会发生钢筋拉断的破坏形式 .计算结果对规范建筑用钢筋的性能具有一定的参考价值

【Abstract】 Even percentage elongation δ gt can reflect the working state of steel bars used in concrete members,which has already used to appraise stand or fall of steel bar’s ductility in international countries.But any specific rules about even percentage elongation of steel bars have not appeared in codes of our country.In this article,least even percentage elongation for steel bars used in bending members are given through the theory’s analysis which bases on horizon section presumption of bending members and Design Code of Concrete Structure GBJ 10-89.If steel bars’ even percentage elongation is met,the bending members do not cause destruction of the bar’s rip,and the result of calculating has great value of reference about standardizing bars used in architecture.

【关键词】 均匀伸长率受弯构件延性
【Key words】 even percentage elongationbending memberductility
【基金】 河南省科技攻关项目! (971 1 90 1 1 0 )
  • 【文献出处】 郑州工业大学学报 ,JOURNAL OF ZHENGZHOU UNIVERSITY OF TECHNOLOGY , 编辑部邮箱 ,2000年02期
  • 【分类号】TU528.571
  • 【被引频次】3
  • 【下载频次】110
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