Bond strength and development length of steel bar in unconfined self-consolidating concrete

被引:41
|
作者
Mousavi, S. S. [1 ]
Dehestani, M. [2 ]
Mousavi, K. K. [3 ]
机构
[1] Univ Quebec, Ecole Technol Super, Dept Construct Engn, 1100 Notre Dame West, Montreal, PQ, Canada
[2] Babol Noshirvani Univ Technol, Fac Civil Engn, Babol Sar, Iran
[3] Islamic Azad Univ, Chalus Branch, Fac Civil Engn, Chalus, Iran
关键词
Bond strength; Development length; Self-consolidating concrete (SCC); Steel bar; Experimental test; COMPACTING CONCRETE; REINFORCEMENT STEEL; BEHAVIOR; ADMIXTURES; PERFORMANCE; RHEOLOGY;
D O I
10.1016/j.engstruct.2016.10.029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There are no specific models for evaluating bond strength and development length of steel bar in unconfined self-consolidating concrete (SCC). Existing equations for steel bar embedded in normal concrete are not efficient and applicable for SCC. So, it is essential to introduce more precise and efficient models. In this study, pull out tests of referenced literatures are used to present new predicting equations. Unlike existing equations, proposed models demonstrate acceptable fit with the database. Also, in order to evaluate the accuracy of the proposed models, direct pull out tests are performed in this study. The results of experimental test are in good agreement with those obtained by proposed new models. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:587 / 598
页数:12
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