Acoustic inspection of bond strength of steel-reinforced mortar after exposure to elevated temperatures

被引:18
|
作者
Chiang, CH
Tsai, CL
Kan, YC
机构
[1] Chaoyang Univ Technol, Dept Construct Engn, Taichung 413, Taiwan
[2] Natl Yunlin Univ Sci & Technol, Dept Construct Engn, Touliu 640, Yunlin, Taiwan
关键词
acoustic inspection; bond strength; concrete; steel reinforcement;
D O I
10.1016/S0041-624X(99)00088-8
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
In order to evaluate the bond strength between the reinforcement and concrete after fire damage, a combination of acoustic through-transmission and pull-out tests were used. Previous studies have shown a 25% decrease in the ultrasonic pulse velocity at 90% of the maximum load at room temperature. The specimens were kept in the oven at an elevated temperature for 1, 2, or 3 h. They were then removed and cooled to room temperature. Inspection was conducted using a high-power ultrasonic pulse velocity system while a pull-out load was applied. The correlation between preheated temperature, acoustic wave velocity, and the applied load was analyzed. Initial results show that bond strength and pulse velocity decreased substantially as the temperature or the heating time increased. (C) 2000 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:534 / 536
页数:3
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