Impact of the alkali-silica reaction products on slow dynamics behavior of concrete

被引:10
|
作者
Kodjo, Apedovi S. [1 ]
Rivard, Patrice [1 ]
Cohen-Tenoudji, Frederic [2 ,3 ]
Gallias, Jean-Louis [4 ]
机构
[1] Univ Sherbrooke, Dept Civil Engn, GRAI, Sherbrooke, PQ J1K 2R1, Canada
[2] Univ Paris 06, Inst Jean le Rond dAlembert, UMR 7190, F-75005 Paris, France
[3] CNRS, Inst Jean le Rond dAlembert, UMR 7190, F-75005 Paris, France
[4] Univ Cergy Pontoise, Lab Mecan Mat Genie Civil L2MGC, F-95031 Neuville Sur Oise, Cergy Pontoise, France
基金
加拿大自然科学与工程研究理事会;
关键词
Crack detection (B); Alkali-silica reaction (C); Characterization (B); Mechanical properties (C); Nonlinear acoustics; SPECTROSCOPY; PROPAGATION; RELAXATION; FREQUENCY; CREEP; ROCK;
D O I
10.1016/j.cemconres.2011.01.011
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Several nondestructive techniques based on acoustics are frequently used to assess the condition of engineering materials. It has been demonstrated that nonlinear acoustics is more sensitive for detecting micro-cracks. The main challenge, regarding the assessment of alkali-silica reaction (ASR) damage in concrete, remains in the efficiency of the technique to distinguish ASR from other damaging process. Based on the fact that ASR produces a swelling viscous gel, a new approach developed for finding a signature to ASR is investigated in this paper. The research was focused upon the specific behavior of ASR causing the presence of viscous gels in micro-cracks and porosity compared with mechanical damage where cracks are empty. With this approach, the concrete response to slow dynamics tests was analyzed. The Burger spring-damping model was used for interpreting the results. This research showed that the slow dynamics technique presented here can detect cracking in concrete and that the time response to an external excitation of concrete damaged by ASR is different from that of concrete mechanically damaged. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:422 / 428
页数:7
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