Study on Durability of Engineered Cementitious Composites

Author:

Xue Hui Qing1,Deng Zong Cai1

Affiliation:

1. Beijing University of Technology

Abstract

Engineered cementitious composites (ECC) has good ductility, with its unique strain hardening and multiple cracking characteristics. Through the research of uniaxial direct tension performance and durability tests of ECC blending with polyvinyl alcohol (PVA) fiber, the tensile stress-strain curves, the freeze-thaw resistances and the impermeability of ECC were analyzed. The tensile stress - strain curve results show strain hardening of ECC achieved under the uniaxial tensile load; PVA fiber has good crack resistance toughening effect, can significantly improve crack resistance and deformation capacity of cementitious composites. The maximum tensile strain of the ECC is between 3800με to 8657με (20-50 times that of polypropylene fiber concrete) displays high toughness and large deformation characteristics. The freezing level of the ECC is higher than F300, which is ideal for the maintenance and reinforcement of concrete structures in cold regions. Domestic and imported PVA fiber can significantly improve the impermeability and crack resistance of the ECC.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference9 articles.

1. Victor C Li, in: ACI Special Publication on Concrete: Material Science to Applications, 2002, SP206-23: 373-400.

2. Shilang Xu and Hedong Li, in: CIINA CIVIL ENGINEERING JOURNAL, 2008, 41(6): 45-60. (in Chinese).

3. Zongcai Deng, Jianhui Li, Zhi Fu, etc, in: Journal of Highway and Transportation research and Development, 2005, 22(7): 45-48. (in Chinese).

4. Victor C Li, in: JOURNAL OF THE CHINESE SOCIETY, 2007, 35(4): 531-536. (in Chinese).

5. Victor C Li, Shuxin Wang and Cynthia Wu, in: ACI MATERIALS JOURNAL, 2001, 98(6): 483–492.

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