On Mechanical Degradation of Reinforced Concrete Affected by Alkali-Silica Reaction
Author:
Affiliation:
1. Assistant Professor, Cracow Univ. of Technology, 24 Warszawska St., Cracow 31-155, Poland.
2. Professor, McMaster Univ., 1280 Main St. West, Hamilton, ON Canada L8S 4L7 (corresponding author). E-mail: pietrusz@mcmaster.ca
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282008%29134%3A8%28611%29
Reference42 articles.
1. The static and fatigue strength of reinforced concrete beams affected by alkali-silica reaction;Ahmed T.;ACI Mater. J.,1998
2. Chemo-hygro-mechanical modelling and numerical simulation of concrete deterioration caused by alkali-silica reaction
3. Mathematical model for kinetics of alkali–silica reaction in concrete
4. Fracture Mechanics of ASR in Concretes with Waste Glass Particles of Different Sizes
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