Fatigue Behavior of Cracked Steel Plates Strengthened with Different CFRP Systems and Configurations-Reference-Cited by-同舟云学术

Fatigue Behavior of Cracked Steel Plates Strengthened with Different CFRP Systems and Configurations

Published:2016-06 Issue:3 Volume:20 Page:04015078
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Wang Hai-Tao¹,Wu Gang²,Jiang Jian-Biao³

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

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

3. Senior Engineer, Beijing Texida Technology Co. Ltd., Beijing 100011, 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.1943-5614.0000647

Reference28 articles.

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

2. Use of CFRP Overlays to Strengthen Welded Connections under Fatigue Loading

3. ANSYS [Computer software]. Ansys Canonsburg PA.

4. ASTM. (2011). “Standard test method for measurement of fatigue crack growth rates.” ASTM E647-11 West Conshohocken PA.

5. ASTM. (2012). “Standard test methods for tension testing of metallic materials.” ASTM E8/E8M-11 West Conshohocken PA.

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