Effect of Elevated Temperature on Bond Behaviour of High Modulus CFRP/Steel Double-Strap Joints-Reference-Cited by-同舟云学术

Effect of Elevated Temperature on Bond Behaviour of High Modulus CFRP/Steel Double-Strap Joints

Published:2009-01 Issue:1 Volume:10 Page:63-74
ISSN:1328-7982
Container-title:Australian Journal of Structural Engineering
language:en
Short-container-title:Australian Journal of Structural Engineering

Author:

Al-Shawaf A.¹,Al-Mahaidi R.¹,Zhao X.L.¹

Affiliation:

1. Department of Civil Engineering, Monash University, Victoria

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13287982.2009.11465033

Reference21 articles.

1. ACI-Committee-440, 2007,440R-07 Report on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures, American Concrete Institute.

2. Adams, R. D. 2005,Adhesive bonding: science, technology and applications, CRC Press, Woodhead Publishing, Boca Raton, Fla, Cambridge.

3. ASTM, 2004a, “D 3528-96 (Reapproved 2002) Standard Test Method for: Strength Properties of Double Lap Shear Adhesive Joints by Tension Loading”,Annual Book of ASTM Standards, West Conshohocken, USA.

4. ASTM, 2004b, “D 5868-01 Standard Test Method for Lap Shear Adhesion for fiber Reinforced Plastic (FRP) Bonding”,Annual Book of ASTM Standards, West Conshohocken/USA.

5. BASF, 2004, “Technical Data Sheet for MBrace Saturant”, BASF Construction Chemicals Australia Pty Ltd.

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