Numerical prediction of cracking risk of reinforced concrete structures at early age
DOI:
https://doi.org/10.21809/rilemtechlett.2020.106Keywords:
early age, cracking, reinforced concrete, numerical modelling, heterogeneity, multi-scale, steel-concrete bondAbstract
The paper presents a summary of the work concerning the prediction of cracking risk in reinforced concrete structures at early age that has been carried out by our team at the LMDC laboratory during the last ten years. It focuses on the principles that must be taken into account in numerical simulations (evolution of characteristics, behaviour law, numerical implementation, effect of reinforcement, etc.) in order to be able to predict the cracking pattern caused in structures by the thermal loading induced by hydration at early ages.
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Authors retain copyright of the articles published in RILEM Technical Letters and grant the journal the right of first publication with open access. The work is simultaneously licensed under Creative Commons Attribution 4.0 International License (CC BY 4.0) that allows others to share and adapt the work under the following terms: 1) a proper attribution is given in a form of bibliographic record with the DOI link directing to RILEM Technical Letters; 2) a link to the license is provided; 3) the changes (if any) are indicated.