Development of the Nonlinear Bond Stress–Slip Model of Fiber Reinforced Plastics Sheet–Concrete Interfaces with a Simple Method-Reference-Cited by-同舟云学术

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

Published:2005-02 Issue:1 Volume:9 Page:52-62
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Dai Jianguo¹²³,Ueda Tamon¹²³,Sato Yasuhiko¹²³

Affiliation:

1. Post-Doctoral Fellow, Division of Structural and Geotechnical Engineering, Hokkaido Univ., Sapporo 060-8628, Japan.

2. Professor, Division of Structural and Geotechnical Engineering, Hokkaido Univ., Sapporo 060-8628, Japan.

3. Research Associate, Division of Structural and Geotechnical Engineering, Hokkaido Univ., Sapporo 060-8628, Japan.

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%291090-0268%282005%299%3A1%2852%29

Reference30 articles.

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3. Brosens K. and Gemert D. Van. (1999). “Anchorage design for externally bonded carbon fiber reinforced polymer laminates.” ACI SP 188-56 635–641.

4. Bond and force transfer of composite material plates bonded to concrete;Chajes M. J.;ACI Struct. J.,1996

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

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