Strength-Fatigue Behavior of Fiber Reinforced Polymer Strengthened Prestressed Concrete T-Beams-Reference-Cited by-同舟云学术

Strength-Fatigue Behavior of Fiber Reinforced Polymer Strengthened Prestressed Concrete T-Beams

Published:2005-08 Issue:4 Volume:9 Page:313-326
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Larson Kyle H.¹²³,Peterman Robert J.¹²³,Rasheed Hayder A.¹²³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506.

2. Associate Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506.

3. Assistant Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506.

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%282005%299%3A4%28313%29

Reference13 articles.

1. American Association of State Highway Transportation Officials (AASHTO). (1998). LRFD bridge design specifications 2nd Ed. Washington D.C.

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R02 ACI Committee 440 Farmington Mills Mich.

3. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

4. Flexural Strengthening of Prestressed Bridge Slabs with FRP Systems

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