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- W4225510367 abstract "Through uniaxial compression tests of concrete prism specimens with strength grades ranging from C35 to C65 under without freezing–thawing (F–T) and with rapid F–T cycles, the damage form, stress–strain relationship, quasi-static mechanics performance, and deformation performance of the specimens were obtained. Further, the relationship between the F–T damage variable, and a model for the F–T damage variable stress–strain curves of the concrete were established. After F–T, the concrete prism specimen exhibited a typical split failure with the crack developed along the interface transition zone (ITZ), and severe damage. The F–T cycles reduced the mechanical properties and brittleness, and increased the ductility of concrete. The linear relationship between the peak stress, peak strain, and static elastic modulus of concrete under uniaxial compression and F–T damage was established. Finally, a unified constitutive model of the concrete stress–strain curve relationship considering the F–T damage variable was established. The resulting model can accurately reflect the stress–strain relationship of concrete under uniaxial compression during F–T, which can provide a reference for future research on the constitutive relationship of concrete F–T damage.." @default.
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- W4225510367 date "2022-06-01" @default.
- W4225510367 modified "2023-10-10" @default.
- W4225510367 title "Research on the constitutive relationship of concrete under uniaxial compression in freeze–thaw environment" @default.
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- W4225510367 doi "https://doi.org/10.1016/j.conbuildmat.2022.127543" @default.
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