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Research Article | Open Access

Multi-scale and multi-chemo–physics lifecycle evaluation of structural concrete under environmental and mechanical impacts

Zhao Wang1, Fuyuan Gong2, Koichi Maekawa3( )
Department of Civil Engineering, The University of Tokyo, Tokyo 113-8656, Japan
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
Institute of Urban Innovation, Yokohama National University, Yokohama 240-8501, Japan
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Abstract

This paper presents a multi-scale and multi-chemo–physics platform to evaluate the lifecycle of structural concrete under environmental and mechanical impacts. Following the scheme from nanometer scale of cement hydrated with water molecule to meter scale of reinforced concrete (RC) members, the platform covers characteristic upscaling based on causality and behavioral response toward both environmental and mechanical impacts. During the process, multi-chemo–physics is incorporated to tackle the local equilibrium and global movement, where the associating impact is also considered with mesoscale cracks. With this platform, long-term structural performances are captured while the coupled durability issue is also investigated.

Keywords

lifecycle evaluationreinforced concrete structuresmulti-scale modelingmulti-chemo-physical analysiscoupled deterioration

References

[1]

T. Wu, İ. Temizer, P. Wriggers. Multiscale hydro-thermo-chemo-mechanical coupling: Application to alkali–silica reaction. Comput Mater Sci, 2014, 84: 381–395.
Crossref Google Scholar
[2]

B. Pal, A. Ramaswamy. A multi-physics-based approach to predict mechanical behavior of concrete element in a multi-scale framework. Mech Mater, 2023, 176: 104509.
Crossref Google Scholar
[3]
W. J. Sun, Y. Wei, D. Wang, et al. Review of multiscale characterization techniques and multiscale modeling methods for cement concrete: From atomistic to continuum. In: Multi-Scale Modeling and Characterization of Infrastructure Materials. N. Kringos, B. Birgisson, D. Frost, et al., Eds. Dordrecht (The Netherlands): Springer, 2013: pp 325–341.
Crossref
[4]

E. R. Gallyamov, A. I. Cuba Ramos, M. Corrado, et al. Multi-scale modelling of concrete structures affected by alkali–silica reaction: Coupling the mesoscopic damage evolution and the macroscopic concrete deterioration. Int J Solids Struct, 2020, 207: 262–278.
Crossref Google Scholar
[5]

Z. Wang, F. Y. Gong, D. W. Zhang, et al. RBSM based analysis on mechanical degradation of non-air entrained concrete under frost action—A general prediction with various water cement ratio, lowest temperatures and FTC numbers. Constr Build Mater, 2019, 211: 744–755.
Crossref Google Scholar
[6]

Z. Wang, D. W. Zhang, F. Y. Gong, et al. Mesoscale simulation of bond behaviors between concrete and reinforcement under the effect of frost damage with axisymmetric rigid body spring model. Constr Build Mater, 2019, 215: 886–897.
Crossref Google Scholar
[7]

K. Maekawa, T. Ishida, T. Kishi. Multi-scale modeling of concrete performance: Integrated material and structural mechanics. J Adv Concr Technol, 2003, 1: 91–126.
Crossref Google Scholar
[8]

T. Kishi, K. Maekawa. Multi-component model for hydration heating of Portland cement. Concr Libr JSCE, 1996, 28: 97–115.
Crossref Google Scholar
[9]

T. Kishi, K. Maekawa. Multi-component model for hydration heating of blended cement with blast furnace slag and fly ash. Concr Libr JSCE, 1997, 30: 125–139.
Google Scholar
[10]
C. A. J. Appelo, D. Postma. Geochemistry, Groundwater and Pollution. 2nd edn. London (UK): CRC Press, 2005.
Crossref
[11]

Y. Elakneswaran, T. Ishida. Development and verification of an integrated physicochemical and geochemical modelling framework for performance assessment of cement-based materials. J Adv Concr Technol, 2014, 12: 111–126.
Crossref Google Scholar
[12]

S. Asamoto, T. Ishida, K. Maekawa. Time-dependent constitutive model of solidifying concrete based on thermodynamic state of moisture in fine pores. J Adv Concr Technol, 2006, 4: 301–323.
Crossref Google Scholar
[13]

Z. Wang, K. Maekawa. Lifetime assessment of structural concrete—Multi-scale integrated hygro-thermal-chemo-electrical–mechanistic approach and statistical evaluation. Struct Infrastruct Eng, 2022, 18: 933–949.
Crossref Google Scholar
[14]

K. Maekawa, T. Ishida, N. Chijiwa, et al. Multiscale coupled-hygromechanistic approach to the life-cycle performance assessment of structural concrete. J Mater Civ Eng, 2015, 27: A4014003.
Crossref Google Scholar
[15]

F. Y. Gong, Y. Takahashi, K. Maekawa. Strong coupling of freeze–thaw cycles and alkali silica reaction—Multi-scale poro-mechanical approach to concrete damages. J Adv Concr Technol, 2017, 15: 346–367.
Crossref Google Scholar
[16]

M. A. Biot. General theory of three-dimensional consolidation. J Appl Phys, 1941, 12: 155–164.
Crossref Google Scholar
[17]

M. A. Biot. Theory of stability and consolidation of a porous medium under initial stress. J Math Mech, 1963, 12: 521–541.
Google Scholar
[18]

Z. P. Bažant, Q. Yu, G. H. Li. Excessive long-time deflections of prestressed box girders. I: Record-span bridge in palau and other paradigms. J Struct Eng, 2012, 138: 676–686.
Crossref Google Scholar
[19]

M. Ohno, N. Chijiwa, B. Suryanto, et al. An investigation into the long-term excessive deflection of PC viaducts by using 3D multi-scale integrated analysis. J Adv Concr Technol, 2012, 10: 47–58.
Crossref Google Scholar
[20]

G. Pickett. The effect of change in moisture-content on the crepe of concrete under a sustained load. J Proc, 1942, 38: 333–356.
Crossref Google Scholar
[21]

G. Pickett. Shrinkage stresses in concrete. J Proc, 1946, 42: 165–204.
Crossref Google Scholar
[22]

K. Maekawa, C. Fujiyama. Rate-dependent model of structural concrete incorporating kinematics of ambient water subjected to high-cycle loads. Eng Comput, 2013, 30: 825–841.
Crossref Google Scholar
[23]
Y. Hiratsuka, K. Maekawa. Multi-scale and multi-chemo–physics analysis applied to fatigue life assessment of strengthened bridge decks. In: Proceedings of the XIII International Conference on Computational Plasticity: Fundamentals and Applications, Barcelona, Spain, 2015: pp 596–607.
[24]

K. Iwama, K. Higuchi, K. Maekawa. Thermo–mechanistic multi-scale modeling of structural concrete at high temperature. J Adv Concr Technol, 2020, 18: 272–293.
Crossref Google Scholar
[25]

K. Iwama, K. Maekawa. Modeling of carbonation, de-carbonation and re-carbonation processes of structural concrete subjected to high temperature heating. Cem Concr Compos, 2022, 129: 104493.
Crossref Google Scholar
[26]

F. Y. Gong, M. Q. Ren, K. Maekawa. Simulation of spatially non-uniform frost damage in RC beams under various exposure and confining conditions. Eng Struct, 2018, 176: 859–870.
Crossref Google Scholar
[27]

M. Q. Ren, F. Y. Gong, K. Maekawa. Numerical investigation and design of reinforced concrete beams with non-uniform frost damage on the compression and tension sides. Struct Infrastruct Eng, 2019, 15: 983–999.
Crossref Google Scholar
[28]

F. Y. Gong, Z. Wang, J. Xia, et al. Coupled thermo–hydro–mechanical analysis of reinforced concrete beams under the effect of frost damage and sustained load. Struct Concr, 2021, 22: 3430–3445.
Crossref Google Scholar
[29]

R. R. Hussain, T. Ishida. Enhanced electro-chemical corrosion model for reinforced concrete under severe coupled action of chloride and temperature. Constr Build Mater, 2011, 25: 1305–1315.
Crossref Google Scholar
[30]

Z. Wang, K. Maekawa, H. Takeda, et al. Numerical simulation and experiment on the coupled effects of macro-cell corrosion and multi-ion equilibrium with pseudo structural concrete. Cem Concr Compos, 2021, 123: 104181.
Crossref Google Scholar
[31]

Z. Wang, K. Maekawa, H. Takeda, et al. Multi-ion kinetics in pseudo-concrete electrolyte associated with macro-cell corrosion. Cem Concr Compos, 2022, 133: 104690.
Crossref Google Scholar
[32]

E. Gebreyouhannes, K. Maekawa. Nonlinear gel migration in cracked concrete and broken symmetry of corrosion profiles. J Adv Concr Technol, 2016, 14: 271–286.
Crossref Google Scholar
[33]

T. Maeshima, Y. Koda, S. Tsuchiya, et al. Influence of corrosion of rebars caused by chloride induced deterioration on fatigue resistance in RC road bridge deck. J Japan Soc Civ Eng Ser E, 2014, 70: 208–225. (in Japanese
Crossref Google Scholar
[34]

Y. Kawabata, K. Yamada. Evaluation of alkalinity of pore solution based on the phase composition of cement hydrates with supplementary cementitious materials and its relation to suppressing ASR expansion. J Adv Concr Technol, 2015, 13: 538–553.
Crossref Google Scholar
[35]

Y. Takahashi, S. Ogawa, Y. Tanaka, et al. Scale-dependent ASR expansion of concrete and its prediction coupled with silica gel generation and migration. J Adv Concr Technol, 2016, 14: 444–463.
Crossref Google Scholar
[36]

T. Maeshima, Y. Koda, I. Iwaki, et al. Influence of alkali silica reaction on fatigue resistance of RC bridge deck. J Japan Soc Civ Eng Ser E, 2016, 72: 126–145. (in Japanese
Crossref Google Scholar
[37]

Y. Takahashi, Y. Tanaka, K. Maekawa. Computational life assessment of ASR-damaged RC decks by site-inspection data assimilation. J Adv Concr Technol, 2018, 16: 46–60.
Crossref Google Scholar
[38]

F. Y. Gong, Y. Takahashi, I. Segawa, et al. Mechanical properties of concrete with smeared cracking by alkali–silica reaction and freeze–thaw cycles. Cem Concr Compos, 2020, 111: 103623.
Crossref Google Scholar
[39]

F. Y. Gong, K. Maekawa. Proposal of poro-mechanical coupling among ASR, corrosion and frost action for damage assessment of structural concrete with water. Eng Struct, 2019, 188: 418–429.
Crossref Google Scholar
Journal of Intelligent Construction
Volume 1 Issue 1,
March 2023
Article number: 9180003
DOI: 10.26599/JIC.2023.9180003
Cite this article:
Wang Z, Gong F, Maekawa K. Multi-scale and multi-chemo–physics lifecycle evaluation of structural concrete under environmental and mechanical impacts. Journal of Intelligent Construction, 2023, 1(1): 9180003. https://doi.org/10.26599/JIC.2023.9180003

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Received: 16 December 2022
Revised: 14 February 2023
Accepted: 24 February 2023
Published: 11 April 2023
© The Author(s) 2023. Published by Tsinghua University Press.

The articles published in this open access journal are distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits use, distribution and reproduction in any medium, provided the original work is properly cited.
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