Modeling of the Flexural Fatigue Capacity of RC Beams Strengthened with FRP Sheets Based on Finite-Element Simulation-Reference-Cited by-同舟云学术

Modeling of the Flexural Fatigue Capacity of RC Beams Strengthened with FRP Sheets Based on Finite-Element Simulation

Published:2015-08 Issue:8 Volume:141 Page:04014189
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wang Xin¹,Sayed Ahmed M.²,Wu Zhishen³

Affiliation:

1. Associate Professor, International Institute for Urban Systems Engineering, Southeast Univ., Sipailou 2, Nanjing, Jiangsu 210096, China.

2. Ph.D. Candidate, International Institute for Urban Systems Engineering, Southeast Univ., Sipailou 2, Nanjing, Jiangsu 210096, China (corresponding author).

3. Professor, International Institute for Urban Systems Engineering, Southeast Univ., Sipailou 2, Nanjing, Jiangsu 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001161

Reference52 articles.

1. Nonlinear analysis of reinforced concrete beams strengthened with prestressed CFRP sheets under cyclic load;Abbas L. J.;Diyala J. Eng. Sci.,2012

2. Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders

3. Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets

4. Fatigue performance of reinforced concrete beams strengthened with CFRP sheets

5. American Concrete Institute (ACI). (1992). “Considerations for design of concrete structure subjected to fatigue loading (revised 1992/reapproved 1997).” ACI 215R-74 Farmington Hills MI.

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