| 钢筋与混凝土粘结性能的试验研究 |
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| 引用本文： | 魏志刚,张代新.钢筋与混凝土粘结性能的试验研究[J].工程与试验,2011,51(2):14-15,59. |
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| 作者姓名： | 魏志刚 张代新 |
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| 作者单位： | 1. 吉林省高等级公路建设局,吉林长春,130021
2. 吉林省交通运输厅,吉林长春,130021 |
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| 摘 要： | 钢筋与混凝土之间的粘结性能是连续配筋混凝土路面重要的设计参数,而粘结性能可以用粘结应力与相对滑移来表示。基于连续配筋混凝土路面结构形式,设计了钢筋混凝土粘结试件,测试了连续配筋混凝土路面钢筋与混凝土粘结应力与相对滑移。通过对这两个参数测试结果进行分析,确立了连续配筋混凝土路面钢筋混凝土粘结应力与相对滑移的近似分段线性关系。
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| 关 键 词： | 连续配筋混凝土路面 粘结应力 相对滑移 |
Experimental Research on Bond Behavior between Steel and Concrete |
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| Wei Zhigang,Zhang Daixin.Experimental Research on Bond Behavior between Steel and Concrete[J].ENGINEERING & TEST,2011,51(2):14-15,59. |
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| Authors: | Wei Zhigang Zhang Daixin |
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| Affiliation: | Wei Zhigang1,Zhang Daixin2(1.Higher Way Construct Bureau of Jilin Province,Changchun 130021,Jilin,China,2.Deparment of Transportation,Jilin Province,China) |
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| Abstract: | The bond behavior between steel and concrete is important design parameter,and bond behavior can be expressed by bond stress and relative slip.Based on the structure form of continuously reinforced concrete pavement,the reinforced concrete bond specimens are designed.The bond stress and relative slip between steel and concrete of continuously reinforced concrete pavement are tested.The both two parameters are analyzed.The piecewise linear relationship of bond stress and relative slip between steel and concr... |
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| Keywords: | continuously reinforced concrete pavement(CRCP) bond slip relative slip |
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