Use of CFRP to Maintain Composite Action for Continuous Steel–Concrete Composite Girders-Reference-Cited by-同舟云学术

Use of CFRP to Maintain Composite Action for Continuous Steel–Concrete Composite Girders

Published:2016-08 Issue:4 Volume:20 Page:04015088
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Sharif Alfarabi M.¹,Samaaneh Mohammad A.²,Azad Abul K.³,Baluch Mohammed H.³

Affiliation:

1. Professor, King Fahd Univ. of Petroleum and Minerals, Dhahran 31261, Saudi Arabia (corresponding author).

2. Ph.D. Student, King Fahd Univ. of Petroleum and Minerals, Dhahran 31261, Saudi Arabia.

3. Professor, King Fahd Univ. of Petroleum and Minerals, Dhahran 31261, Saudi Arabia.

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.1943-5614.0000645

Reference15 articles.

1. ABAQUS version 6.13-1 [Computer software]. Dassault Systèmes Waltham MA.

2. ACI (American Concrete Institute) and ISO. (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

3. RETROFITTING OF REINFORCED CONCRETE BEAMS USING FIBRE REINFORCED POLYMER (FRP) COMPOSITES – A REVIEW

4. Partially Prestressed Composite Beams. II

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