Implementation of Bond Durability in the Design of Flexural Members with Externally Bonded FRP-Reference-Cited by-同舟云学术

Implementation of Bond Durability in the Design of Flexural Members with Externally Bonded FRP

Published:2016-06 Issue:3 Volume:20 Page:04015072
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Tatar Jovan¹,Hamilton H. R.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Coastal Engineering, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611 (corresponding author).

2. Byron D. Spangler Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611.

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.1943-5614.0000636

Reference50 articles.

1. AASHTO. (2010). “Guide specifications for design of bonded FRP systems for repair and strengthening of concrete bridge elements.” AASHTO FRPS-1 Washington DC.

2. AASHTO. (2015). “LRFD bridge design specifications.” Washington DC.

3. 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.

4. ACI (American Concrete Institute). (2011). “Qualification of post-installed adhesive anchors in concrete and commentary.” ACI 355.4-11 Farmington Hills MI.

5. ACI (American Concrete Institute). (2013). “Code requirements for evaluation repair and rehabilitation of concrete buildings (ACI 562-13) and commentary.” ACI 562-13 Farmington Hills MI.

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