Evaluation of Bond Strength between Normal Concrete Substrate and Ultra High Performance Fiber Concrete as a Repair Material-Reference-Cited by-同舟云学术

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Evaluation of Bond Strength between Normal Concrete Substrate and Ultra High Performance Fiber Concrete as a Repair Material

Published:2013 Issue: Volume:54 Page:554-563
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Tayeh Bassam A.,Bakar B.H. Abu,Johari M.A. Megat,Voo Yen Lei

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference14 articles.

1. Fracture model for flexural failure of beams retrofitted with CARDIFRC;Alaee;Journal of Engineering Mecahnics,2003

2. ASTM-C496 (1996).Splitting Tensile Sterngth of Cylindrical Concrete Specimens.

3. ASTM-C822 (1999).Standard Test Method for Bond Strength of Epoxy-Resin System Used With Concrete by Slant Shear, West Conshohocken, PA 19428.

4. Brühwiler E, and Denariė E (2008). Rehabilitation of concrete structures using Ultra-High Performance Fibre Reinforced Concrete.The Second International Symposium on Ultra High Performance Concrete, Kassel, Germany.

5. Concrete repair Guide. ACI Committee;Chynoweth;Concrete Repair Manual,1996

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