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2024 | OriginalPaper | Buchkapitel

Methodology for Numerical Analysis of a Structure Affected by DEF

verfasst von : Pierre Morenon, Stéphane Multon, Alain Sellier, Etienne Grimal, Philippe Kolmayer

Erschienen in: Proceedings of the 17th International Conference on Alkali-Aggregate Reaction in Concrete

Verlag: Springer Nature Switzerland

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Abstract

Delayed ettringite formation (DEF) is a pathology of concrete that permanently affects many massive civil engineering structures such as bridges, dams or nuclear power plants. Realistic numerical modelling of the behaviour of these structures is necessary to establish their safety and optimise their maintenance. At present, few numerical models are able to faithfully reproduce the structural behaviour of DEF at this scale because of the diversity of phenomena to be considered. Temperature, water saturation and amount of alkali act directly on the chemical balances involved. In addition, the correct evaluation of the pressure generated by DEF, creep and induced cracking is also essential.
In this work, a thermo-hydro-chemo-mechanical model is applied to the aging phase of three laboratory beams from the bibliography with different reinforcement rates subjected to controlled young age heating.
The methodology used in this paper is composed of two steps to calibrate and validate the calculations. The calibration phase is carried out on a sample, on the deflections of the beams and on the cracking pattern of the unreinforced beam, then, the validation is carried out on the chemical advancement obtained by coring, the other displacements and cracks on all the beams as well as on the stresses in the reinforcements.
The model correctly reproduces the experimental measurements carried out on these beams attesting to the correct evaluation of the main phenomena involved. However, sensitivity to water and alkaline leaching is important. Multiphysics calibration is therefore necessary to obtain satisfactory results in terms of displacement, stress and cracking. For a predictive calculation of a structure, a parametric study also seems necessary.

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Literatur
1.
Zurück zum Zitat Sellier, A., Multon, S., Buffo-Lacarrière, L., Vidal, T., Bourbon, X., Camps, G.: Concrete creep modelling for structural applications: non-linearity, multi-axiality, hydration, temperature and drying effect. Cem. Concr. Res. 79, 301–315 (2016)CrossRef Sellier, A., Multon, S., Buffo-Lacarrière, L., Vidal, T., Bourbon, X., Camps, G.: Concrete creep modelling for structural applications: non-linearity, multi-axiality, hydration, temperature and drying effect. Cem. Concr. Res. 79, 301–315 (2016)CrossRef
5.
Zurück zum Zitat Sellier, A., Multon, S.: Chemical modelling of Delayed Ettringite Formation for assessment of affected concrete structures. Cem. Concr. Res. 108, 72–86 (2018)CrossRef Sellier, A., Multon, S.: Chemical modelling of Delayed Ettringite Formation for assessment of affected concrete structures. Cem. Concr. Res. 108, 72–86 (2018)CrossRef
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Zurück zum Zitat Martin, R.P.: Analyse sur structures modèles des effets mécaniques de la réaction sulfatique interne du béton (Doctoral dissertation, Université Paris-Est) (2010) Martin, R.P.: Analyse sur structures modèles des effets mécaniques de la réaction sulfatique interne du béton (Doctoral dissertation, Université Paris-Est) (2010)
7.
Zurück zum Zitat Martin, R.P., Metalssi, O.O., Toutlemonde, F.: Importance of considering the coupling between transfer properties, alkali leaching and expansion in the modelling of concrete beams affected by internal swelling reactions. Constr. Build. Mater. 49, 23–30 (2013)CrossRef Martin, R.P., Metalssi, O.O., Toutlemonde, F.: Importance of considering the coupling between transfer properties, alkali leaching and expansion in the modelling of concrete beams affected by internal swelling reactions. Constr. Build. Mater. 49, 23–30 (2013)CrossRef
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Zurück zum Zitat Martin, R.P., Toutlemonde, F.: Theoretical and experimental validation of a simple method to reproduce representative DEF-prone conditions in laboratory. Mater. Struct. 46, 1245–1255 (2013)CrossRef Martin, R.P., Toutlemonde, F.: Theoretical and experimental validation of a simple method to reproduce representative DEF-prone conditions in laboratory. Mater. Struct. 46, 1245–1255 (2013)CrossRef
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Zurück zum Zitat Bažant, Z.P., Najjar, L.J.: Nonlinear water diffusion in nonsaturated concrete. Matériaux et Construction 5, 3–20 (1972)CrossRef Bažant, Z.P., Najjar, L.J.: Nonlinear water diffusion in nonsaturated concrete. Matériaux et Construction 5, 3–20 (1972)CrossRef
Metadaten
Titel
Methodology for Numerical Analysis of a Structure Affected by DEF
verfasst von
Pierre Morenon
Stéphane Multon
Alain Sellier
Etienne Grimal
Philippe Kolmayer
Copyright-Jahr
2024
DOI
https://doi.org/10.1007/978-3-031-59349-9_31