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Journal of Intelligent Construction 2023, 1(1): 9180001 https://doi.org/10.26599/JIC.2023.9180001
Research Article | Open Access | Issue | Published: 11 April 2023

Computational modeling of combined frost damage and alkali–silica reaction on the durability and fatigue life of RC bridge decks

Show Author's Information Fuyuan Gong1,  Xiaojie Sun1,  Yuya Takahashi2( ),  Koichi Maekawa3,  Weiliang Jin1
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
Department of Civil Engineering, The University of Tokyo, Tokyo 113-8656, Japan
Department of Civil Engineering, Yokohama National University, Yokohama 240-8501, Japan
Keywords:
fatigue life, frost damage, alkali–silica reaction (ASR), bridge deck, combined effect
Cite this article:
Gong F, Sun X, Takahashi Y, et al. Computational modeling of combined frost damage and alkali–silica reaction on the durability and fatigue life of RC bridge decks. Journal of Intelligent Construction, 2023, 1(1): 9180001. https://doi.org/10.26599/JIC.2023.9180001
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Abstract Full text About this article

A coupling model reflecting the interaction between freeze–thaw cycles (FTCs) and alkali–silica reactions (ASRs) is established from the microscale to the macroscale under the consideration of non-uniform environmental and mechanical conditions. At both material and structural levels with/without reinforcement, the deformation and damage patterns of specimens under single and coupled FTCs and ASRs were simulated by multiscale finite element analysis and partially verified by experiments. Furthermore, following different sources of damage actions, the remaining fatigue life of reinforced concentrate (RC) slabs under traffic loads was investigated. The results show that ASR-driven expansion is mainly governed by the arrangement of reinforcing bars, whereas FTC damage is mainly initiated from corners, edges, and surfaces of RC slab parts and closely relies on water supply. In addition, the severity of coupled damage (FTC and ASR) can be significantly greater than that of the sum of single ASR and FTC damage due to the gel-filling of pores and entrained air. Finally, in terms of the remaining fatigue life, the ASR could be occasionally beneficial for bridge decks under moving traffic loads due to gel-filled cracks and chemical prestressing. However, if cracks are empty or filled by condensed liquid water, the overall fatigue life will be significantly reduced.


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About this article

Computational modeling of combined frost damage and alkali–silica reaction on the durability and fatigue life of RC bridge decks

Show Author's information Fuyuan Gong1, Xiaojie Sun1, Yuya Takahashi2( ), Koichi Maekawa3, Weiliang Jin1
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
Department of Civil Engineering, The University of Tokyo, Tokyo 113-8656, Japan
Department of Civil Engineering, Yokohama National University, Yokohama 240-8501, Japan

Abstract

A coupling model reflecting the interaction between freeze–thaw cycles (FTCs) and alkali–silica reactions (ASRs) is established from the microscale to the macroscale under the consideration of non-uniform environmental and mechanical conditions. At both material and structural levels with/without reinforcement, the deformation and damage patterns of specimens under single and coupled FTCs and ASRs were simulated by multiscale finite element analysis and partially verified by experiments. Furthermore, following different sources of damage actions, the remaining fatigue life of reinforced concentrate (RC) slabs under traffic loads was investigated. The results show that ASR-driven expansion is mainly governed by the arrangement of reinforcing bars, whereas FTC damage is mainly initiated from corners, edges, and surfaces of RC slab parts and closely relies on water supply. In addition, the severity of coupled damage (FTC and ASR) can be significantly greater than that of the sum of single ASR and FTC damage due to the gel-filling of pores and entrained air. Finally, in terms of the remaining fatigue life, the ASR could be occasionally beneficial for bridge decks under moving traffic loads due to gel-filled cracks and chemical prestressing. However, if cracks are empty or filled by condensed liquid water, the overall fatigue life will be significantly reduced.

Keywords: fatigue life, frost damage, alkali–silica reaction (ASR), bridge deck, combined effect

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Publication history

Received: 28 November 2022
Revised: 31 January 2023
Accepted: 10 February 2023
Published: 11 April 2023
Issue date: March 2023

Copyright

© The Author(s) 2023. Published by Tsinghua University Press.

Acknowledgements

This research was supported by the National Natural Science Foundation of China (Nos. 51820105012, 52038010, and 52008367) and JSPS KAKENHI (Nos. 21H01416 and 20H00260).

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