Flexural Strengthening of Structural Steel Angle Sections Using CFRP: Experimental Investigation-Reference-Cited by-同舟云学术

Flexural Strengthening of Structural Steel Angle Sections Using CFRP: Experimental Investigation

Published:2016-02 Issue:1 Volume:20 Page:04015018
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Madhavan Mahendrakumar¹,Sanap Vishwanath²,Verma Riteshkumar³,Selvaraj Sivaganesh²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Ordnance Factory Campus, Yeddumailaram, Telangana 502 205, India (corresponding author).

2. Graduate Research Assistant, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Ordnance Factory Campus, Yeddumailaram, Telangana 502 205, India.

3. Under Graduate Honors Student, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Ordnance Factory Campus, Yeddumailaram, Telangana 502 205, India.

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.1943-5614.0000578

Reference20 articles.

1. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

2. Repair of Steel Composite Beams with Carbon Fiber-Reinforced Polymer Plates

3. Strengthening of tensile steel members and bolted joints using adhesively bonded CFRP plates

4. Restraining Steel Brace Buckling Using a Carbon Fiber-Reinforced Polymer Composite System: Experiments and Computational Simulation

5. Plastic mechanism analysis of unstiffened steel I-section beams strengthened with CFRP under 3-point bending

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