journal article·2023-07Open access

ASR: Insights into the cracking process via lattice fracture simulation at mesoscale based on the chemical reactions at microscale

Xiujiao Qiu, Ze Chang, Jiayi Chen, Erik Schlangen, Guang Ye, Geert De Schutter

Materials & Design· Volume 231

Abstract

In our former paper, based on a published 3D reactive transport model at microscale with the capability of simulating the chemical reactions involved in ASR, the location of expansive ASR gel related to the reactivity of aggregate, temperature, aggregate porosity and silica content in aggregate, is clarified. Based on the simulation results, in this paper, the cracking process at mesoscale in concrete induced by ASR in the early stage is investigated. The results show that the cracking process can be divided into four stages and three cracking routes are generalized with the behind chemical exposed environments specified. The cracking routes are found to be comparable with the experimental observed routes. For the first time, the cracking patterns induced by ASR in concrete at mesoscale is linked with the chemical reactions at microscale, which is the first step towards building a complete computational tool to predict ASR as realistic as possible.
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Research context

OpenAlex topics: Concrete and Cement Materials Research · Concrete Properties and Behavior · Concrete Corrosion and Durability

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References (36)

Show source-provided references
1. La viabilité des bétons du québec: le rôle des granulats10.1139/l86-003 ↗
2. Modified model of alkali–silica reaction10.1016/j.cemconres.2007.06.008 ↗
3. Different manifestations of the alkali–silica reaction in concrete according to the reaction kinetics of the reactive aggregate10.1016/j.cemconres.2005.12.022 ↗
4. Mechanical behavior of concretes damaged by alkali–silica reaction10.1016/j.cemconres.2008.02.009 ↗
5. Dunant · 2009
6. Investigating the alkali–silica reaction of recycled glass aggregates in concrete materials10.1061/(ASCE)MT.1943-5533.0000126 ↗
7. Alkali–silica reaction products and cracks: X-ray micro-tomography-based analysis of their spatial-temporal evolution at a mesoscale10.1016/j.cemconres.2021.106593 ↗
8. A dilatation model for the expansion of silica glass/OPC mortars10.1016/0008-8846(90)90036-W ↗
9. Analytical study concerning prediction of concrete expansion due to alkali–silica reaction
10. Z.P. Baant, A. Steffens, Mathematical model for kinetics of alkali–silica reaction in concrete, Cem. Concr. Res. 30 (2000) 419–428.10.1016/S0008-8846(99)00270-7 ↗
11. Relation of expansion due to alkali silica reaction to the degree of reaction measured by SEM image analysis10.1016/j.cemconres.2007.04.016 ↗
12. Micro–mechanical modelling of alkali–silica–reaction induced degradation using the AMIE framework10.1016/j.cemconres.2009.07.024 ↗
13. Expansive cracking and compressive failure simulations of ASR and DEF damaged concrete using a mesoscale discrete model10.1016/j.cemconcomp.2019.103404 ↗
14. Expansion and deterioration of concrete due to ASR: micromechanical modeling and analysis10.1016/j.cemconres.2018.08.001 ↗
15. Influence of the distribution of expansive sites in aggregates on microscopic damage caused by alkali–silica reaction: insights into the mechanical origin of expansion10.1016/j.cemconres.2021.106355 ↗
16. Reliable quantification of AAR damage through assessment of the damage rating index10.1016/j.cemconres.2014.08.002 ↗
17. Insights in the chemical fundamentals of asr and the role of calcium in the early stage based on a 3d reactive transport model10.1016/j.cemconres.2022.106778 ↗
18. Z.W. Qian, Multiscale modeling of fracture processes in cementitious materials, Ph.D. thesis, Delft University of Technology, Delft, The Netherlands, 2012.
19. Effect of relative humidity on drying-induced damage in concrete: a comparative study of digital image correlation and lattice modelling
20. Experimental and numerical study on mechanical properties of cement paste pipes subjected to uniaxial tensile loading10.1016/j.tafmec.2019.102296 ↗
21. A lattice boltzmann single component model for simulation of the autogenous self-healing caused by further hydration in cementitious material at mesoscale10.1016/j.cemconres.2019.105782 ↗
22. A homogenization approach for uncertainty quantification of deflection in reinforced concrete beams considering microstructural variability10.12989/sem.2011.38.4.503 ↗
23. Computer simulation and percolation theory applied to concrete
24. 3D microstructure simulation of reactive aggregate in concrete from 2D images as the basis for ASR simulation10.3390/ma14112908 ↗
25. Microscale testing and modelling of cement paste as basis for multi-scale modelling10.3390/ma9110907 ↗
26. A 3D lattice modelling study of drying shrinkage damage in concrete repair systems10.3390/ma9070575 ↗
27. Combined experimental and numerical study of uniaxial compression failure of hardened cement paste at micrometre length scale10.1016/j.cemconres.2019.105925 ↗
28. Experimentally informed fracture modelling of interfacial transition zone at micro-scale10.1016/j.cemconcomp.2019.103383 ↗
29. Experimentally validated meso-scale fracture modelling of mortar using output from micromechanical models10.1016/j.cemconcomp.2020.103567 ↗
30. A 3D reactive transport model for simulation of the chemical reaction process of ASR at microscale10.1016/j.cemconres.2021.106640 ↗
31. Lattice fracture model for concrete fracture revisited: Calibration and validation10.3390/app10144822 ↗
32. Influence of stress restraint on the expansive behaviour of concrete affected by alkali–silica reaction10.1016/j.cemconres.2010.05.002 ↗
33. ASR expansions in concrete under triaxial confinement10.1016/j.cemconcomp.2017.10.010 ↗
34. ASR expansion, expansive pressure and cracking in concrete prisms under various degrees of restraint10.1016/j.cemconres.2014.01.018 ↗
35. ASTM, Standard test method for potential alkali reactivity of aggregates (mortar-bar method), ASTM C 1260-01 (2007).
36. ASTM, Standard test method for determination of length change of concrete due to alkali–silica reaction, ASTM C 1293-01 (2008).