Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips-Reference-Cited by-同舟云学术

Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips

Published:2008-03 Issue:2 Volume:13 Page:192-201
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Schnerch David¹²,Rizkalla Sami¹²

Affiliation:

1. Engineering Associate, Wiss, Janney, Elstner Associates, Inc., 245 First St., Ste. 1200, Cambridge, MA 02142-1292. E-mail: dschnerch@wje.com

2. Distinguished Professor of Civil Engineering and Construction, and Director of the Constructed Facilities Laboratory, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7908.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282008%2913%3A2%28192%29

Reference26 articles.

1. Fatigue behavior of bonded composite repairs

2. Armstrong K. B. (1983). “Carbon fibre fabric repairs to metal aircraft structures.” Engineering with composites Proc. Third Technology Conf. SAMPE European Chapter London 8.1–8.12.

Cited by 99 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Retrofitting of Steel Structures with CFRP: Literature Review and Research Needs;Applied Sciences;2024-07-08

2. Repair of damaged composite girders using CFRP sheets considering limit state condition;Journal of Constructional Steel Research;2024-07

3. Experimental study on the seismic performance of GFRP-stiffened steel plate shear walls;Structures;2024-06

4. Numerical simulation on behavior of damaged composite girders repaired using CFRP sheets;Journal of Constructional Steel Research;2024-01

5. Influences of the bond-slip on the flexural performance of CFRP plate-strengthened damaged steel beams with intermediate debonding: A numerical study;Structures;2023-12