Monitoring Postpeak Crack Propagation in Concrete in the Brazilian Tension Test

被引:3
|
作者
Padilla, Angel [1 ]
Genedy, Moneeb [2 ]
Knight, Earl E. [3 ]
Rougier, Esteban [3 ]
Stormont, John [1 ]
Reda Taha, Mahmoud M. [1 ]
机构
[1] Univ New Mexico, Dept Civil Engn, MSC01 1070,1 Univ New Mexico, Albuquerque, NM 87131 USA
[2] Univ Texas Austin, Hildebrand Dept Petr & Geosyst Engn, Austin, TX 78712 USA
[3] Los Alamos Natl Lab, MS D446, Los Alamos, NM 87545 USA
关键词
PERMEABILITY; SPECIMENS; BEHAVIOR;
D O I
10.1061/(ASCE)MT.1943-5533.0004245
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Brazilian tension test is the most common tension test used for concrete, with the advantage of simple setup. However, cracking in the Brazilian test takes place abruptly, which does not allow monitoring of postpeak behavior and crack propagation. In this paper, a novel experimental testing technique that enables monitoring of postpeak cracking behavior using the Brazilian tension test is described. The technique uses additional spring supports in parallel to the test specimen to offload the test specimen incrementally. When the concrete specimen reaches its peak load, the spring supports will resist approximately 80% of the machine load. As the concrete specimen cracks, its stiffness drops, and the spring system increasingly carries more of the load. The load on the specimen is continuously reduced, which slows crack propagation. Comparison with the standard Brazilian tension test without springs shows that the proposed test does not affect the concrete behavior precracking or postcracking but slows down postpeak crack propagation and thus allows monitoring of postpeak concrete behavior in tension. (C) 2022 American Society of Civil Engineers.
引用
收藏
页数:8
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