Bond Behavior between NSM CFRP Strips and Concrete Exposed to Elevated Temperature Using Cement-Based and Epoxy Adhesives-Reference-Cited by-同舟云学术

Bond Behavior between NSM CFRP Strips and Concrete Exposed to Elevated Temperature Using Cement-Based and Epoxy Adhesives

Published:2017-10 Issue:5 Volume:21 Page:04017033
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Jadooe Awad¹,Al-Mahaidi Riadh²,Abdouka Kamiran³

Affiliation:

1. Ph.D. Candidate, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia; Lecturer, Kerbala Univ., Kerbala, Iraq (corresponding author).

2. Professor of Structural Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia.

3. Senior Lecturer, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia.

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.1943-5614.0000812

Reference23 articles.

1. Al-Abdwais A. and Al-Mahaidi R. (2013). “Modified cement-based adhesive for near-surface mounted FRP strengthening system.” Proc. 4th Asia-Pacific Conf. on FRP in Structures Swinburne Univ. of Technology Melbourne VIC Australia.

2. Al-Bayati G. and Al-Mahaidi R. (2014). “Effective bond length of modified cement-based adhesive for FRP-NSM strengthening system.” Proc. 23rd Australasian Conf. on the Mechanics of Structures and Material Southern Cross Univ. Lismore NSW Australia 389–396.

3. Effects of elevated temperatures on properties of concrete

4. Strengthening bridge slabs with grouted reinforcement;Asplund S. O.;ACI Struct. J.,1949

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