[1]管品武,孟会英,李丽..钢筋与砼间粘结锚固性能及粘结作用机理[J].郑州大学学报(工学版),2001,22(03):65-68.[doi:10.3969/j.issn.1671-6833.2001.03.020]
　Guan Pinwu,MENG Huiying,Li Li.Bonding and anchoring performance and bonding mechanism between steel bar and concrete[J].Journal of Zhengzhou University (Engineering Science),2001,22(03):65-68.[doi:10.3969/j.issn.1671-6833.2001.03.020]
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钢筋与砼间粘结锚固性能及粘结作用机理()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
22
期数:
2001年03期
页码:
65-68
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Bonding and anchoring performance and bonding mechanism between steel bar and concrete
作者:
管品武; 孟会英; 李丽.
郑州大学土木工程学院,, 郑州市城建开发设计院,
Author(s):
Guan Pinwu; MENG Huiying; Li Li
关键词:
钢筋砼;  粘结锚固;  粘结退化
Keywords:
DOI:
10.3969/j.issn.1671-6833.2001.03.020
文献标志码:
A
摘要:
钢筋与砼间的粘结锚固性能依据钢筋外形大致可分为三种:光圆钢筋、变形钢筋、扭转型钢筋的粘结锚固,并分别总结了它们与砼问的粘结锚固性能及机理,以及光圆锕筋及变形钢筋在重复荷载及反复荷载作用下的粘结退化及其机理,最后也对粘结锚固设计进行了总结.
Abstract:
The bonding and anchoring performance between steel bar and concrete can be roughly divided into three types according to the shape of the steel bar: the bonding and anchoring of light round steel bar, deformed steel bar and torsional steel bar, and the bonding anchoring performance and mechanism of their bonding with concrete, as well as the bonding degradation and mechanism of light round actinide bar and deformed steel bar under repeated load and repeated load, and finally summarize the bonding anchoring design.

相似文献/References:

[1]刘立新,李千,李洪彦,等.超细晶粒钢筋粘结锚固性能的试验研究[J].郑州大学学报(工学版),2007,28(01):42.[doi:10.3969/j.issn.1671-6833.2007.01.011]
[2]毛达岭,刘立新,范丽..HRB500钢筋粘结锚固性能及设计建议[J].郑州大学学报(工学版),2004,25(02):54.[doi:10.3969/j.issn.1671-6833.2004.02.013]
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[4]许琪楼,龚绍熙,吕凌风,等.劲性钢筋砼简支梁正截面受弯承载力的研究[J].郑州大学学报(工学版),1991,12(02):29.
　Xu Qilou,Gong Shaoxi,Lu Lingfeng,et al.Research on the bending capacity of strong reinforced steel concrete beams and beams[J].Journal of Zhengzhou University (Engineering Science),1991,12(03):29.

更新日期/Last Update: 1900-01-01