Strengthening by Stiffening: Fiber-Reinforced Plastic Configuration Effects on Behavior of Shear-Deficient Steel Beams-Reference-Cited by-同舟云学术

Strengthening by Stiffening: Fiber-Reinforced Plastic Configuration Effects on Behavior of Shear-Deficient Steel Beams

Published:2017-08 Issue:4 Volume:21 Page:04017011
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ulger Tuna¹,Okeil Ayman M.²

Affiliation:

1. Postdoctoral Associate, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3418 P.F. Taylor Hall, Baton Rouge, LA 70803.

2. Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3418 P.F. Taylor Hall, Baton Rouge, LA 70803 (corresponding author).

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.1943-5614.0000788

Reference30 articles.

1. Strengthening of steel–concrete composite girders using carbon fiber reinforced polymer plates

2. Adhesively-bonded joints and repairs in metallic alloys, polymers and composite materials: Adhesives, adhesion theories and surface pretreatment

3. CFRP strengthening and rehabilitation of degraded steel welded RHS beams under combined bending and bearing

4. Inhibiting Steel Brace Buckling Using Carbon Fiber-Reinforced Polymers: Large-Scale Tests

5. EXTREN. (2008). “EXTREN series 500.” ⟨http://www.strongwell.com/products/structural-shapes-and-plate/⟩ (Jun. 13 2008).

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