Bond Efficiency of EBR and NSM FRP Systems for Strengthening Concrete Members-Reference-Cited by-同舟云学术

Bond Efficiency of EBR and NSM FRP Systems for Strengthening Concrete Members

Published:2011-10 Issue:5 Volume:15 Page:757-772
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Bilotta A.¹²³⁴⁵,Ceroni F.¹²³⁴⁵,Di Ludovico M.¹²³⁴⁵,Nigro E.¹²³⁴⁵,Pecce M.¹²³⁴⁵,Manfredi G.¹²³⁴⁵

Affiliation:

1. Postdoctoral Research Associate, Dept. of Structural Engineering, Univ. of Naples “Federico II,” Naples, Italy.

2. Assistant Professor, Dept. of Engineering, Univ. of Sannio, Benevento, Italy.

3. Assistant Professor, Dept. of Structural Engineering, Univ. of Naples “Federico II,” Naples, Italy.

4. Associate Professor, Dept. of Structural Engineering, Univ. of Naples “Federico II,” Naples, Italy (corresponding author).

5. Full Professor, Dept. of Engineering, Univ. of Sannio, Benevento, Italy.

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.1943-5614.0000204

Reference20 articles.

1. ASTM. (2000). “Standard test method for tensile properties of polymer matrix composite materials.” D3039/D3039M West Conshohocken PA.

2. Bilotta A. Ceroni F. Nigro E. and Pecce M. (2011). “Design by testing procedure of debonding load for RC elements strengthened with EBR FRP materials.” Proc. 10th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures American Concrete Institute Farmington Hills MI.

3. Bond behaviour of NSM FRP strips in service

4. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete

5. Development of the Nonlinear Bond Stress–Slip Model of Fiber Reinforced Plastics Sheet–Concrete Interfaces with a Simple Method

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