Effects of Freeze-Thaw Cycles on the Behavior of the Bond between CFRP Plates and Concrete Substrates-Reference-Cited by-同舟云学术

Effects of Freeze-Thaw Cycles on the Behavior of the Bond between CFRP Plates and Concrete Substrates

Published:2018-06 Issue:3 Volume:22 Page:04018011
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pan Yunfeng¹,Xian Guijun²,Li Hui³

Affiliation:

1. Key Laboratory of Structural Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.

2. Professor, Key Laboratory of Structural Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China (corresponding author).

3. Professor, Key Laboratory of Structural Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000846

Reference28 articles.

1. Bond strength of different strengthening systems – Concrete elements under freeze–thaw cycles and salt water immersion exposure

2. Bekker P. C. F. (1995). “Durability testing models and methods for masonry.” Proc. PRO 3: Int. RILEM Workshop on Evaluation and Strengthening of Existing Masonry Structures RILEM Publications SARL Bagneux France 127–142.

3. Constitutive model of concrete damaged by freeze–thaw action for evaluation of structural performance of RC elements

4. Experimental Investigation of Bonded Fiber Reinforced Polymer-Concrete Joints under Cyclic Loading

5. Finite-Element Modeling of Intermediate Crack Debonding in FRP-Plated RC Beams

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