Investigation on Properties of ECC Incorporating Crumb Rubber of Different Sizes
In the past decades, incorporating crumb rubber into concrete has attracted attention in the field of building materials due to the properties improvement it brought. In this study, crumb rubber of two particle sizes (40CR and 80CR, which have a sieve size of 400 μm and 220μm, respectively) is incor...
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| Published in | Journal of Advanced Concrete Technology Vol. 13; no. 5; pp. 241 - 251 |
|---|---|
| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Tokyo
Japan Concrete Institute
13.05.2015
Japan Science and Technology Agency |
| Subjects | |
| Online Access | Get full text |
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| Abstract | In the past decades, incorporating crumb rubber into concrete has attracted attention in the field of building materials due to the properties improvement it brought. In this study, crumb rubber of two particle sizes (40CR and 80CR, which have a sieve size of 400 μm and 220μm, respectively) is incorporated into engineering cementitious composite (ECC) material to replace silica sand. Furthermore, three different replacement percentages (0, 15%, 25% by volume) for each crumb rubber size are conducted in this study. The influence of crumb rubber on the ECC is revealed via density, compressive strength, flexural performance, drying shrinkage, restrained shrinkage and environment footprint. The experimental results show that the incorporation of crumb rubber into ECC increases bending deformation capacity, decrease density and compressive strength. While the free drying shrinkage of ECC increases with the addition of crumb rubber, lesser crack number, crack width and cracking tendency were found in the restrained ring test when compared to ECC without crumb rubber. In terms of crumb rubber size, ECC with smaller crumb rubber appear to have lower density and higher bending defamation capacity and shrinkage than those with larger crumb rubber. In addition, incorporating crumb rubber into ECC reduces CO2 emission, thus improve the greenness of ECC to a certain degree. |
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| AbstractList | In the past decades, incorporating crumb rubber into concrete has attracted attention in the field of building materials due to the properties improvement it brought. In this study, crumb rubber of two particle sizes (40CR and 80CR, which have a sieve size of 400 mu m and 220 mu m, respectively) is incorporated into engineering cementitious composite (ECC) material to replace silica sand. Furthermore, three different replacement percentages (0, 15%, 25% by volume) for each crumb rubber size are conducted in this study. The influence of crumb rubber on the ECC is revealed via density, compressive strength, flexural performance, drying shrinkage, restrained shrinkage and environment footprint. The experimental results show that the incorporation of crumb rubber into ECC increases bending deformation capacity, decrease density and compressive strength. While the free drying shrinkage of ECC increases with the addition of crumb rubber, lesser crack number, crack width and cracking tendency were found in the restrained ring test when compared to ECC without crumb rubber. In terms of crumb rubber size, ECC with smaller crumb rubber appear to have lower density and higher bending defamation capacity and shrinkage than those with larger crumb rubber. In addition, incorporating crumb rubber into ECC reduces CO2 emission, thus improve the greenness of ECC to a certain degree. In the past decades, incorporating crumb rubber into concrete has attracted attention in the field of building materials due to the properties improvement it brought. In this study, crumb rubber of two particle sizes (40CR and 80CR, which have a sieve size of 400 μm and 220μm, respectively) is incorporated into engineering cementitious composite (ECC) material to replace silica sand. Furthermore, three different replacement percentages (0, 15%, 25% by volume) for each crumb rubber size are conducted in this study. The influence of crumb rubber on the ECC is revealed via density, compressive strength, flexural performance, drying shrinkage, restrained shrinkage and environment footprint. The experimental results show that the incorporation of crumb rubber into ECC increases bending deformation capacity, decrease density and compressive strength. While the free drying shrinkage of ECC increases with the addition of crumb rubber, lesser crack number, crack width and cracking tendency were found in the restrained ring test when compared to ECC without crumb rubber. In terms of crumb rubber size, ECC with smaller crumb rubber appear to have lower density and higher bending defamation capacity and shrinkage than those with larger crumb rubber. In addition, incorporating crumb rubber into ECC reduces CO2 emission, thus improve the greenness of ECC to a certain degree. |
| Author | Ma, Hui Qian, Shunzhi Zhang, Zhigang |
| Author_xml | – sequence: 1 fullname: Zhang, Zhigang organization: School of Transportation, Southeast University, Nanjing, P R China – sequence: 2 fullname: Ma, Hui organization: School of Transportation, Southeast University, Nanjing, P R China – sequence: 3 fullname: Qian, Shunzhi organization: School of Civil and Environmental Engineering, Nanyang Technological University, Singapore |
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| References_xml | – reference: 44) Yang, E. H., Wang, S. X., Yang, Y. Z. and Li, V. C., (2008) “Fiber-bridging constitutive law of engineered cementitious composites.” Journal of Advanced Concrete Technology, 6(1), 181-193. – reference: 20) Lawler, J. S, Zampini, D. and Shah, S. P., (2002). “Permeability of cracked hybrid fiber-reinforced mortar under load.” ACI Mater. J., 99(4), 379-385. – reference: 24) Li, V. C., (1998). “Engineered cementitious composites-Tailored composites through micromechanical modeling.” In: N. Banthia, A. A. Bentur, and A. Mufti, eds. Fiber Reinforced Concrete: Present and the Future, Canadian Society for Civil Engineering, Montreal, Quebec, Canada, 64-97. – reference: 21) Lepech, M. D. and Li, V. C., (2009). “Water permeability of engineered cementitious composites.” Cement Concrete Composites, 31(10),744-753. – reference: 3) ASTM C-1581, (2009). “Standard Test Method for Determining Age at Cracking and Induced Tensile Stress Characteristics of Mortar and Concrete under Restrained Shrinkage.” Philadelphia: American Society of Testing and Materials. – reference: 7) Donaldson, L., (2010). Research news: concrete revolution ises road construction. Materials Today, 13, 10. – reference: 23) Li, V. C. (1993). “From micromechanics to structural engineering–the design of cementitious composites for civil engineering applications.” JSCE J Struct Mech Earthq Eng, 10(2), 37-48. – reference: 2) ASTM C157/C157M, (2008). “Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete.” Philadelphia: American Society of Testing and Materials. – reference: 28) Marshall, D. B. and Cox, B. 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| Title | Investigation on Properties of ECC Incorporating Crumb Rubber of Different Sizes |
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