Stress-strain model of concrete damaged by freezing and thawing cycles

Muttaqin Hasan*, Hidetoshi Okuyama, Yasuhiko Sato, Tamon Ueda

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

109 Citations (Scopus)


This study investigates the dependence of the mechanical behavior of concrete, such as strength, stiffness, and deformation capacity on the damage caused by freezing and thawing cycles (FTC). A stress-strain model for concrete damaged by freezing and thawing prior to the application of mechanical loading was proposed based on plasticity and fracture of concrete elements. The FTC fracture parameter was introduced to explain the degradation in initial stiffness of concrete resulting from freezing and thawing damage. Based on experimental data, the FTC fracture parameter was empirically formulated as a function of plastic tensile strain caused by freezing and thawing with the assumption that the plastic strain was caused by the combined effects of FTC and mechanical loading damage. The stress-strain relationships obtained by the proposed model were compared with the experimental data.

Original languageEnglish
Pages (from-to)89-99
Number of pages11
JournalJournal of Advanced Concrete Technology
Issue number1
Publication statusPublished - 2004 Feb
Externally publishedYes

ASJC Scopus subject areas

  • Building and Construction
  • General Materials Science


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