Chapter
Apr 26, 2012
Experimental Investigation on Bond Behaviour of T-Type RC Beams Strengthened by NSM-CFRP Strips
Authors: Yili Wu [email protected], Jian Yao [email protected] and Institute of Structural Engineering, Zhejiang University, Hangzhou Zhejiang, 310027, and Xiaoxu ZhuAuthor Affiliations
Publication: International Conference on Transportation Engineering 2009
Abstract
A new technology of strengthening reinforced concrete (RC) structures using near-surface mounted (NSM) carbon fiber-reinforced polymer (CFRP) strips was used and a total of 6 T-shaped RC beams were investigated by a new modified beam-shear test program in order to study the two key factors influencing bond behavior of NSM-CFRP strips to concrete, including: bond length and loading mode. The bond failure modes and bond mechanisms were discussed, leading to a number of suggestions for engineering use.
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© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Beams
- Bonding
- Concrete
- Concrete beams
- Concrete structures
- Engineering materials (by type)
- Fiber reinforced polymer
- Material mechanics
- Material properties
- Materials engineering
- Materials processing
- Polymer
- Reinforced concrete
- Strength of materials
- Structural behavior
- Structural engineering
- Structural members
- Structural strength
- Structural systems
- Structures (by type)
- Synthetic materials
Authors
Affiliations
West Branch of Zhejiang University of Technology, Quzhou Zhejiang, 324000. E-mail: [email protected]
College of Urban Construction, Zhejiang Shuren University, Hangzhou 310015. E-mail: [email protected] and Institute of Structural Engineering, Zhejiang University, Hangzhou Zhejiang, 310027
Xiaoxu Zhu
Institute of Structural Engineering, Zhejiang University, Hangzhou Zhejiang, 310027
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