Analysis of the Crack Evolution Process in Crumb Rubber Concrete Based on Acoustic Emission Technology

2020 ◽  
Vol 24 (7) ◽  
pp. 2088-2098
Author(s):  
Pan Ming ◽  
Jun Lu ◽  
Xin Cai ◽  
Miaoyan Liu ◽  
Xudong Chen
2017 ◽  
Vol 17 (4) ◽  
pp. 946-958 ◽  
Author(s):  
Jie Xu ◽  
Zhengwu Fu ◽  
Qinghua Han ◽  
Giuseppe Lacidogna ◽  
Alberto Carpinteri

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.


2019 ◽  
Vol 210 ◽  
pp. 189-202 ◽  
Author(s):  
Qinghua Han ◽  
Guang Yang ◽  
Jie Xu ◽  
Zhengwu Fu ◽  
Giuseppe Lacidogna ◽  
...  

2019 ◽  
Vol 209 ◽  
pp. 340-353 ◽  
Author(s):  
Qi Guo ◽  
Ruyi Zhang ◽  
Qirui Luo ◽  
Han Wu ◽  
Huping Sun ◽  
...  

2014 ◽  
Vol 941-944 ◽  
pp. 761-764
Author(s):  
Wei Li ◽  
Zhen Huang ◽  
Xiao Chu Wang ◽  
Zi Sheng Zang

The cementitiousness between rubber particles and cement-based material could be raised because of the surface modification of rubber,thus enhance the mechanical property of crumb rubber concrete and improve the interface effect of rubber particles.We had researched the change regulation about the ratio of bending-compressive strength of the crumb rubber concrete modified by latex,the concrete with various quantity of rubber,under the condition dosage of latex is 0.5% of cement quality.The result of experimental prove that,compressive strength, splitting tensile and flexural strength could be enhanced because of latex injecting,and the ratio of bending-compressive strength could be enhanced at the same time.


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