Fatigue Behavior of Reinforced Concrete Beams Strengthened with Carbon Fiber Reinforced Plastic Laminates-Reference-Cited by-同舟云学术

Fatigue Behavior of Reinforced Concrete Beams Strengthened with Carbon Fiber Reinforced Plastic Laminates

Published:2004-04 Issue:2 Volume:8 Page:132-140
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Heffernan P. J.¹,Erki M. A.²

Affiliation:

1. Assistant Professor of Civil and Mechanical Engineering, Royal Military College of Canada, P.O. Box 17000 Stn Forces, Kingston ON, Canada K7K 7B4.

2. Professor of Civil Engineering, Royal Military College of Canada, P.O. Box 17000 Stn Forces, Kingston ON, Canada K7K 7B4.

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%291090-0268%282004%298%3A2%28132%29

Reference17 articles.

1. American Society for Testing and Materials (ASTM). (1991). 1991 Annual Book of ASTM Standards Concrete and Aggregates Vol. 04.02 Philadelphia Pa.

2. Broutman L. J. (1974). Fracture and fatigue Academic New York.

3. CAN/Canadian Standards Association (CSA). (2000). “Canadian highway bridge design code.” CAN/CSA-S6-00 Rexdale Ont. Canada.

4. Canadian Standards Association (CSA). (1994). “Concrete materials and methods of concrete construction methods of test for concrete.” CAN3-A23.1M94 Rexdale Ont. Canada.

5. Heffernan P. J. (1997). “Fatigue behavior of reinforced concrete beams strengthened with carbon fiber reinforced plastic laminates.” PhD thesis Department of Civil Engineering Royal Military College of Canada Kingston Ont. Canada 157.

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