Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing
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Title
Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing
Authors
Keywords
Reinforced concrete, Alkali–silica reaction, Imposed deformation, Load effects, Beam bridges, Finite element analysis
Journal
ENGINEERING STRUCTURES
Volume 245, Issue -, Pages 112945
Publisher
Elsevier BV
Online
2021-08-13
DOI
10.1016/j.engstruct.2021.112945
References
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Note: Only part of the references are listed.- Experimental investigation of ASR-affected concrete – The influence of uniaxial loading on the evolution of mechanical properties, expansion and damage indices
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- Evaluation of the stiffness damage test (SDT) as a tool for assessing damage in concrete due to ASR: Test loading and output responses for concretes incorporating fine or coarse reactive aggregates
- (2014) L.F.M. Sanchez et al. CEMENT AND CONCRETE RESEARCH
- Effects of uniaxial stress on alkali–silica reaction induced expansion of concrete
- (2012) Cyrille F. Dunant et al. CEMENT AND CONCRETE RESEARCH
- Two-phase damage modeling of concrete affected by alkali–silica reaction under variable temperature and humidity conditions
- (2012) Claudia Comi et al. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
- Influence of stress restraint on the expansive behaviour of concrete affected by alkali-silica reaction
- (2010) M. Berra et al. CEMENT AND CONCRETE RESEARCH
- Mechanical behavior of concretes damaged by alkali-silica reaction
- (2008) G. Giaccio et al. CEMENT AND CONCRETE RESEARCH
- A chemo-thermo-damage model for the analysis of concrete dams affected by alkali-silica reaction
- (2008) C. Comi et al. MECHANICS OF MATERIALS
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