Fatigue Performance of Rib-to-Deck Joints Strengthened with FRP Angles-Reference-Cited by-同舟云学术

Fatigue Performance of Rib-to-Deck Joints Strengthened with FRP Angles

Published:2018-09 Issue:9 Volume:23 Page:04018060
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Jie¹,Guo Tong²,Feng Dongming³,Liu Zhongxiang¹

Affiliation:

1. Ph.D. Candidate, Southeast Univ., Nanjing 210096, P. R. China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., Nanjing 210096, P. R. China (corresponding author).

3. Senior Engineer, Weidlinger Transportation Practice, Thornton Tomasetti, Inc., New York, NY 10005.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001286

Reference44 articles.

1. Use of CFRP Overlays to Repair Fatigue Damage in Steel Plates under Tension Loading

2. Alemdar F. A. B. Matamoros C. R. Bennett R. Barrett-Gonzalez and S. T. Rolfe. 2011. “Improved method for bonding CFRP overlays to steel for fatigue repair.” In Proc. Structures Congress 133–144. Reston VA: ASCE.

3. The fracture mechanics of slit-like cracks in anisotropic elastic media

4. Fatigue performance of tensile steel members strengthened with CFRP plates

5. Fatigue Behavior of Large-Scale Reinforced Concrete Beams Strengthened in Flexure with Fiber-Reinforced Polymer Laminates

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