Chapter
Apr 26, 2012
Performance of the Hybrid Fibers Reinforced Concrete and Its Application on the Bridge Deck Pavement
Authors: Xiaowei Wang [email protected] and Civil Engineering Technology Research Center of Hebei Province, Tianjin300401, China, Wenling Tian, Shuling Gao, Wenge Shi, Mingjie Zhou, Xiaoyan Zhao, and Fuqiang DuanAuthor Affiliations
Publication: International Conference on Transportation Engineering 2009
Abstract
In order to improve the mechanical properties and durability of the bridge deck pavement, the tests of mechanical properties, impermeability and frost resistance were done for steel fibers reinforced concrete (SFC), the polypropylene fibers imitating the steel wire reinforced concrete (PFSC) and the hybrid fibers reinforced concrete (SF-PFSC). The experimental results show that SF-PFSC presents higher compressive strength, flexural strength and flexural toughness than those of the plain concrete (PC). While the volume ratios of SF and PFS are 7% respectively, the toughening and reinforcing effect on the PC is the best, the SF-PFSC shows good impermeability and frost resistance at the same time. Combining with engineering practice of the SF-PFSC deck pavement, the construction technology is also summarized.
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Published In
International Conference on Transportation Engineering 2009
Pages: 1699 - 1704
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bridge decks
- Bridge engineering
- Bridge tests
- Bridges
- Bridges (by material)
- Concrete
- Concrete bridges
- Concrete pavements
- Decks
- Engineering fundamentals
- Engineering materials (by type)
- Fiber reinforced concrete
- Fibers
- Field tests
- Hybrid methods
- Infrastructure
- Materials engineering
- Methodology (by type)
- Pavements
- Steel bridges
- Structural engineering
- Structural systems
- Tests (by type)
- Transportation engineering
- Wood bridges
Authors
Affiliations
Xiaowei Wang [email protected] and Civil Engineering Technology Research Center of Hebei Province, Tianjin300401, China
College of Civil Engineering, Hebei University of Technology, Tianjin300401, China. E-mail: [email protected] and Civil Engineering Technology Research Center of Hebei Province, Tianjin300401, China
Wenling Tian
College of Civil Engineering, Hebei University of Technology, Tianjin300401, China and Civil Engineering Technology Research Center of Hebei Province, Tianjin300401, China
Shuling Gao
College of Civil Engineering, Hebei University of Technology, Tianjin300401, China and Civil Engineering Technology Research Center of Hebei Province, Tianjin300401, China
Wenge Shi
Construction Management of Langzhuo Highway, Baoding071000, China
Mingjie Zhou
College of Civil Engineering, Hebei University of Technology, Tianjin300401, China and Civil Engineering Technology Research Center of Hebei Province, Tianjin300401, China
Xiaoyan Zhao
College of Civil Engineering, Hebei University of Technology, Tianjin300401, China and Civil Engineering Technology Research Center of Hebei Province, Tianjin300401, China
Fuqiang Duan
College of Civil Engineering, Hebei University of Technology, Tianjin300401, China
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