Chemo-Mechanical Model for the Expansion of Concrete due to Alkali Silica Reaction

Research output: Contribution to journalArticleResearchpeer review

Authors

  • Lianfang Sun
  • Xingji Zhu
  • Xiaoying Zhuang
  • Goangseup Zi

Research Organisations

External Research Organisations

  • Korea University
  • Harbin Institute of Technology
  • China University of Petroleum (East China)
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Details

Original languageEnglish
Article number3807
JournalApplied Sciences (Switzerland)
Volume10
Issue number11
Publication statusPublished - 30 May 2020

Abstract

A chemo-damage model is proposed to predict the expansion caused by the alkali silica reaction (ASR). The model covers the formation of the pre-expansion gel driven by alkali and the swelling of the gel driven by water. The swelling capacity of the ASR gel is quantified by the sodium to calcium ratio in the pore solution. The bound alkali in the gel recycled by calcium is also considered in this model. Both external alkali supply and internal alkali released from aggregates are included. Several sets of experimental data are compared with the simulation results for the verification of the model.

Keywords

    Alkali silica reaction, Concrete, Durability, Numerical modeling

ASJC Scopus subject areas

Cite this

Chemo-Mechanical Model for the Expansion of Concrete due to Alkali Silica Reaction. / Sun, Lianfang; Zhu, Xingji; Zhuang, Xiaoying et al.
In: Applied Sciences (Switzerland), Vol. 10, No. 11, 3807, 30.05.2020.

Research output: Contribution to journalArticleResearchpeer review

Sun L, Zhu X, Zhuang X, Zi G. Chemo-Mechanical Model for the Expansion of Concrete due to Alkali Silica Reaction. Applied Sciences (Switzerland). 2020 May 30;10(11):3807. doi: 10.3390/app10113807
Sun, Lianfang ; Zhu, Xingji ; Zhuang, Xiaoying et al. / Chemo-Mechanical Model for the Expansion of Concrete due to Alkali Silica Reaction. In: Applied Sciences (Switzerland). 2020 ; Vol. 10, No. 11.
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