Numerical modeling of multi ionic transport with/without electrical feld applied in sound and microcracked ordinary and ultra-high performance fiber reinforced concrete

Chen, Xuande; Conciatori, David; Sanchez, Tomas; Sorelli, Luca; Selma, Brahim; Mohamed, Chekired

doi:10.1007/s43452-023-00765-w

Artykuł - szczegóły

Tytuł artykułu

Numerical modeling of multi ionic transport with/without electrical feld applied in sound and microcracked ordinary and ultra-high performance fiber reinforced concrete

Autorzy

Chen Xuande , Conciatori David , Sanchez Tomas , Sorelli Luca , Selma Brahim , Mohamed Chekired

Wybrane pełne teksty z tego czasopisma

http://www.springer.com/journal/43452

Identyfikatory

DOI

10.1007/s43452-023-00765-w

Warianty tytułu

Języki publikacji

Abstrakty

This study focuses on developing a numerical model for the multi-ionic transport process in ordinary concrete (OC) and ultra-high-performance fiber-reinforced concrete (UHPFRC) in its sound and microcracked states. The theoretical background of multi-ionic transport was reviewed from the literature, and extended governing equations considering the influence of microcracks was proposed. The mathematical equations accounting for the coupling effects of the applied constant electrical field were first implemented in a 1D framework (MATLAB) considering idealized and simplified boundary conditions, and then in a 2D framework (TransChlor2D) considering more complex boundary variations. A unique program for detecting the microcracking distribution and modeling it with the transport process was also developed and integrated into TransChlor2D. The transport parameters and coupling effects in the numerical model were calibrated using extensive experimental data from the literature, including an innovative bending-migration test on a microcracked UHPFRC beam, measured by the digital image correlation (DIC) method. Finally, the integrated TransChlor2D model was used to simulate two accelerated migration tests on UHPFRC: one for the undamaged case and the other for the damaged case. The simulations accurately predict the influence of the distribution and opening of microcracks on the multi-ionic transport process and demonstrate the excellent capacity of the proposed model to capture the ion concentration distribution profiles in UHPFRC.

Słowa kluczowe

UHPFRC digital image correlation chloride migration tests microcracks numerical modelling

UHPFRC cyfrowa korelacja obrazu migracja chlorków mikropęknięcia modelowanie numeryczne

Wydawca

Springer
Wrocław University of Science and Technology

Czasopismo

Archives of Civil and Mechanical Engineering

Rocznik

2023

Tom

Vol. 23, no. 4

Strony

art. e232, 1--21

Opis fizyczny

Bibliogr. 40 poz., il., rys., tab., wykr.

Twórcy

autor

Chen Xuande

Laval University, Centre de Recherche sur les Infrastructures en Béton (CRIB), Quebec, Canada
Université du Québec à Rimouski, Département de Mathématiques, informatique et génie, Quebec, Canada

autor

Conciatori David

david.conciatori@gci.ulaval.ca

Laval University, Centre de Recherche sur les Infrastructures en Béton (CRIB), Quebec, Canada

https://orcid.org/0000-0002-1187-4868

autor

Sanchez Tomas

Laval University, Centre de Recherche sur les Infrastructures en Béton (CRIB), Quebec, Canada
Université Claude Bernard Lyon, Villeurbanne, France

autor

Sorelli Luca

Laval University, Centre de Recherche sur les Infrastructures en Béton (CRIB), Quebec, Canada

autor

Selma Brahim

Institut de recherche d’Hydro-Québec, Quebec, Canada

autor

Mohamed Chekired

Institut de recherche d’Hydro-Québec, Quebec, Canada

Bibliografia

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2. Provete Vincler J, Sanchez T, Turgeon V, Conciatori D, Sorelli L. A modified accelerated chloride migration tests for UHPC and UHPFRC with PVA and steel fibers. Cement Concrete Res. 2019;117:38-44.
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34. V. Turgeon-Mallette, Durabilité du béton fbré à ultra-haute performance : effect de la présence de microfssures sur la migration des ions chlorure., Mémoire de maîtrise, Université Laval, 2021. https://corpus.ulaval.ca/entities/publication/e02f3840-241e-4449-a7bb-8e9f7f906d8b. Accessed 27 Aug 2023.
35. Turgeon-Malette V, Chen X, Bah AS, Conciatori D, Sanchez T, Teguedy MC, Sorelli L. Chloride ion permeability of Ultra-high performance fiber-reinforced concrete under sustained load. J Build Eng. 2023;66:105842. https://doi.org/10.1016/j.jobe.2023.105842.
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Bibliografia

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