Bond-slip Behaviour of Deformed Rebars in Normal and High Strength Concrete at Elevated Temperature-a review

被引：2
|
作者：
Buch, Shujaat Hussain [1 ]
Suhail, Raj [2 ]
机构：
[1] Islamic Univ Sci & Technol, Dept Civil Engn, Kashmir, India
[2] Queens Univ Belfast, Sch Nat & Built Environm, Belfast, Antrim, North Ireland
来源：
AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING | 2022年 / 23卷 / 03期
关键词：
Bond behaviour; concrete beam; thermal spalling; temperature behaviour; REINFORCED-CONCRETE; STEEL REINFORCEMENT; PULL-OUT; STRESS; MODEL; BARS; COEFFICIENT; LIGHTWEIGHT; FRICTION; FAILURE;
D O I：
10.1080/13287982.2022.2055816
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A comprehensive review is undertaken in this study in order to determine the bond-slip behaviour of deformed rebars in normal and high strength concrete at elevated temperatures. The experimental as well as numerical works are reviewed, and the effect of different parametric variations on bond-slip behaviour at elevated temperatures is reviewed.
引用
收藏
页码：189 / 204
页数：16
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