Fatigue behavior of RC T-beams strengthened in shear with EB CFRP L-shaped laminates-Reference-Cited by-同舟云学术

Fatigue behavior of RC T-beams strengthened in shear with EB CFRP L-shaped laminates

Published:2015-01 Issue: Volume:68 Page:100-112
ISSN:1359-8368
Container-title:Composites Part B: Engineering
language:en
Short-container-title:Composites Part B: Engineering

Author:

El-Saikaly Georges^ORCID,Chaallal Omar

Funder

Natural Sciences and Engineering Research Council of Canada

Fonds Québécois de la Recherche sur la Nature et les Technologies

Ministère des transports du Québec

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference42 articles.

1. AASHTO. AASHTO LRFD bridge design specifications, 5th ed. American Association of State Highway and Transportation Officials (AASHTO), Washington (DC); 2010.

2. ACI 215R-74 (Revised 1992/Reapproved 1997). Considerations for design of concrete structures subjected to fatigue loading. American Concrete Institute (ACI) Committee 215, Farmington Hills, Michigan; 1974.

3. ACI 440.2R-08. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. American Concrete Institute (ACI) Committee 440, Farmington Hills, Michigan; 2008.

4. Fatigue behavior of carbon fiber reinforced polymer-strengthened reinforced concrete bridge girders;Aidoo;J Compos Constr,2004

5. Behavior of RC T-beams strengthened in shear with CFRP under cyclic loading;Bae;J Bridge Eng,2013

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