Micro-cracking monitoring and fracture evaluation for crumb rubber concrete based on acoustic emission techniques

被引:93
作者
Xu, Jie [1 ]
Fu, Zhengwu [1 ]
Han, Qinghua [1 ]
Lacidogna, Giuseppe [2 ]
Carpinteri, Alberto [2 ]
机构
[1] Tianjin Univ, Sch Civil Engn, Minist Educ, Key Lab Coast Civil Struct & Safety, Tianjin 300072, Peoples R China
[2] Politecn Torino, Dept Struct Geotech & Bldg Engn, Turin, Italy
来源
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL | 2018年 / 17卷 / 04期
基金
中国国家自然科学基金;
关键词
Crumb rubber concrete; acoustic emission; micro-cracking monitoring; fracture evaluation; amplitude and frequency; B-VALUE ANALYSIS; PATTERN-RECOGNITION; DAMAGE; LOCALIZATION; BEHAVIOR; FAILURE;
D O I
10.1177/1475921717730538
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A micro-cracking monitoring and fracture evaluation method for crumb rubber concrete based on the acoustic emission technique was developed. The precursory micro-cracking activity and fracture behavior of crumb rubber concrete with different rubber contents, 0%, 10%, and 15%, were analyzed. The various acoustic emission statistical parameters including cumulative event, frequency distribution, amplitude distribution, and b-value were used for the analysis. The general fracture process is similar for all normal and crumb rubber concretes and can be divided into three distinct stages of micro-crack activity, namely, early stage, main collapse stage, and post-fracture stage. The following conclusions were drawn from the analysis: (1) more micro-cracks initiated and grew at early stage in the normal concrete, while less micro-cracks in the crumb rubber concrete but with longer stage duration; (2) the duration and crack number are both increasing with the increase in the rubber contents in main collapse and post-fracture stages; (3) new crack types associated with the rubber particles were recorded due to the change of the peak frequencies; and (4) the amplitude of the cracks decrease with the increase in the rubber content due to the damping ratio and interface improvement by the mixed rubbers. The results obtained in this article demonstrate that the acoustic emission technique can provide valuable information for a better understanding of micro-cracking and fracture monitoring of crumb rubber concrete.
引用
收藏
页码:946 / 958
页数:13
相关论文
共 51 条
[41]   Detection and evaluation of AE waves due to rock deformation [J].
Shiotani, T ;
Ohtsu, M ;
Ikeda, K .
CONSTRUCTION AND BUILDING MATERIALS, 2001, 15 (5-6) :235-246
[42]  
Shiotani T., 1994, PROGR ACOUSTIC EMISS, VVII 7, P529
[43]   Optimal Staging Area Locations and Material Recycling Strategies for Sustainable Highway Reconstruction [J].
Smith, Ryan ;
Ferrebee, Eric ;
Ouyang, Yanfeng ;
Roesler, Jeffery .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2014, 29 (08) :559-571
[44]   THE B-VALUE AS AN EARTHQUAKE PRECURSOR [J].
SMITH, WD .
NATURE, 1981, 289 (5794) :136-139
[45]   THE PROPERTIES OF RUBBERIZED CONCRETES [J].
TOPCU, IB .
CEMENT AND CONCRETE RESEARCH, 1995, 25 (02) :304-310
[46]   The use of rubber tire particles in concrete to replace mineral aggregates [J].
Toutanji, HA .
CEMENT & CONCRETE COMPOSITES, 1996, 18 (02) :135-139
[47]   Embedded Damage Localization Subsystem Based on Elastic Wave Propagation [J].
Wandowski, Tomasz ;
Malinowski, Pawel ;
Ostachowicz, Wieslaw ;
Rawski, Mariusz ;
Tomaszewicz, Pawel ;
Luba, Tadeusz ;
Borowik, Grzegorz .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2015, 30 (08) :654-665
[48]   Strengths and flexural strain of CRC specimens at low temperature [J].
Yang, Lin-hu ;
Han, Zhu ;
Li, Cheng-fang .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (02) :906-910
[49]   Acoustic emission activities and damage evaluation of reinforced concrete beams strengthened with CFRP sheets [J].
Yun, Hyun-Do ;
Choi, Won-Chang ;
Seo, Soo-Yeon .
NDT & E INTERNATIONAL, 2010, 43 (07) :615-628
[50]   Experimental investigation on dynamic properties of rubberized concrete [J].
Zheng, L. ;
Huo, X. Sharon ;
Yuan, Y. .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (05) :939-947