Experimental Study on Fatigue Behavior of Cracked Rectangular Hollow-Section Steel Beams Repaired with Prestressed CFRP Plates-Reference-Cited by-同舟云学术

Experimental Study on Fatigue Behavior of Cracked Rectangular Hollow-Section Steel Beams Repaired with Prestressed CFRP Plates

Published:2018-10 Issue:5 Volume:22 Page:04018034
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Chen Tao¹,Gu Xiang-Lin²,Qi Ming³,Yu Qian-Qian⁴

Affiliation:

1. Associate Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures (Tongji Univ.), Ministry of Education, Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

2. Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures (Tongji Univ.), Ministry of Education, Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Formerly, Graduate Student, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

4. Assistant Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures (Tongji Univ.), Ministry of Education, Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, 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.1943-5614.0000872

Reference49 articles.

1. Stress Intensity Factors for Structural Steel I-Beams

2. Flexural strengthening of RC beams with prestressed NSM CFRP rods – Experimental and analytical investigation

3. Bonded composite repair of fatigue-cracked primary aircraft structure

4. Bank L. C. 2004. “Mechanically-fastened FRP (MF-FRP)—A viable alternative for strengthening RC members.” In Proc. 2nd Int. Conf. on FRP Composites in Civil Engineering-CICE 2004 3. London: Taylor & Francis.

5. Chen T. M. Qi and X. Gu. 2015a. “Finite element simulation of SIF of damaged rectangular hollow section steel beams retrofitted with prestressed CFRP plates.” In Proc. 8th Int. Symp. on Steel Structures (ISSS-2015) 391–392. Jeju Korea: Korea Society of Steel Construction.

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