Nonlinear Flexural Response of Continuous Concrete Slab Strips Strengthened with Near Surface–Mounted Composites-Reference-Cited by-同舟云学术

Nonlinear Flexural Response of Continuous Concrete Slab Strips Strengthened with Near Surface–Mounted Composites

Published:2017-02 Issue:1 Volume:21 Page:04016071
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Alkhalil Jwan¹,El-Maaddawy Tamer²

Affiliation:

1. Former Teaching Assistant, Dept. of Civil and Environmental Engineering, United Arab Emirates Univ., P.O. Box 15551, Al Ain, United Arab Emirates.

2. Associate Professor, Dept. of Civil and Environmental Engineering, United Arab Emirates Univ., P.O. Box 15551, Al Ain, United Arab Emirates (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.1943-5614.0000730

Reference24 articles.

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

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

3. ACI (American Concrete Institute). (2012). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-12 Farmington Hills MI.

4. ATENA [Computer software]. Červenka Consulting s.r.o. Prague Czech Republic.

5. Moment redistribution in continuous fiber-reinforced polymer-strengthened reinforced concrete beams;Aiello M. A.;ACI Struct. J.,2011

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