| 钢筋与砼间粘结锚固性能及粘结作用机理 |
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| 引用本文： | 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(3): 65-68 |
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| 作者姓名： | 管品武 孟会英 李丽 |
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| 作者单位： | 1. 郑州大学土木工程学院,
2. 郑州市城建开发设计院, |
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| 基金项目： | 河南省科技攻关项目(96119016) |
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| 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.
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| 关 键 词： | 钢筋砼 粘结锚固 粘结退化 |
| 文章编号： | 1007-6492(2001)03-0065-04 |
| 修稿时间： | 2001-04-10 |
The Bond Capability and Mechanism Between Reinforcement and Concrete |
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| GUAN Pin-wu ,MENG Hui-ying ,Ll Li. The Bond Capability and Mechanism Between Reinforcement and Concrete[J]. Journal of Zhengzhou University: Eng Sci, 2001, 22(3): 65-68 |
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| Authors: | GUAN Pin-wu MENG Hui-ying Ll Li |
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| Affiliation: | GUAN Pin-wu 1,MENG Hui-ying 1,Ll Li 2 |
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| Abstract: | According to the shape of steel bar, the bond performance should be divided into three groups. All kinds of bond performance and bond mechanism are analyzed. The bond capability decrease is also discussed under repeated load or cyclic load. Finally the bond and anchor design is summed up. |
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| Keywords: | reinforced concrete bond and anchor capability bond capability decrease |
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