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Alkali-silica reaction expansion model for confined concrete with stress-dependency and casting direction anisotropy

Journal Article · · Cement and Concrete Research
 [1];  [2];  [3];  [4]
  1. Oak Ridge National Laboratory (ORNL), Oak Ridge, TN (United States); University of Tennessee, Knoxville, TN (United States)
  2. University Paris-Saclay, Gif-sur-Yvette (France)
  3. Oak Ridge National Laboratory (ORNL), Oak Ridge, TN (United States)
  4. University of Tennessee, Knoxville, TN (United States)
Alkali-silica reaction (ASR) is a deleterious chemical reaction between alkali hydroxyl ions and types of silica found in some aggregates of concrete. Owners and regulators of nuclear power plants aim to ensure the safety of the concrete structures with optimal maintenance strategies. A new model was developed for predicting the expansion of concrete structures affected by alkali-silica reaction. The model includes a novel combination of existing models as an alkali-silica reaction advancement model, a casting direction anisotropic expansion model, a stress-dependent anisotropic expansion model, and a material property evolution model dependent on the degree of ASR expansion. The model parameters were calibrated based on existing literature data and data generated by previous efforts of this study. The calibrated model was then validated with the experiments carried out in previous efforts of this study. The model was shown to accurately predict the ASR-expansion of large-scale reinforced concrete specimens with confinement.
Research Organization:
Oak Ridge National Laboratory (ORNL), Oak Ridge, TN (United States)
Sponsoring Organization:
USDOE
Grant/Contract Number:
AC05-00OR22725
OSTI ID:
1992730
Journal Information:
Cement and Concrete Research, Journal Name: Cement and Concrete Research Journal Issue: 1 Vol. 173; ISSN 0008-8846
Publisher:
ElsevierCopyright Statement
Country of Publication:
United States
Language:
English

References (14)

Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements journal November 1976
Finite element analysis of concrete swelling due to alkali-aggregate reactions in dams journal June 1996
Effects of alkali addition on the mechanical properties and durability of concrete journal February 2005
Effect of applied stresses on alkali–silica reaction-induced expansions journal May 2006
Concrete modelling for expertise of structures affected by alkali aggregate reaction journal April 2010
Alkali–silica reaction (ASR)—performance testing: Influence of specimen pre-treatment, exposure conditions and prism size on concrete porosity, moisture state and transport properties journal November 2013
Multi-scale analysis of alkali–silica reaction (ASR): Impact of alkali leaching on scale effects affecting expansion tests journal March 2016
Effect of alkali-silica reaction on the fracture properties of confined concrete journal March 2020
A chemo-thermo-damage model for the analysis of concrete dams affected by alkali-silica reaction journal March 2009
Effect of alkali–silica reaction on the shear strength of reinforced concrete structural members. A numerical and statistical study journal December 2016
Influence of the Alkali-Silica Reaction on the Mechanical Degradation of Concrete journal June 2016
Influence of Specimen Geometry, Orientation of Casting Plane, and Mode of Concrete Consolidation on Expansion Due to ASR journal January 2004
The effects of restraint on ASR expansion of reinforced concrete journal March 1996
Monitoring Alkali-Silica Reaction Significance in Nuclear Concrete Structural Members journal January 2018

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