Freeze‒thaw damage model for concrete considering a nonuniform temperature field

Studies show the temperature field inside the concrete under freeze‒thaw cycling is not uniformly distributed. However, the existing indicators of freeze‒thaw damage do not take into account the effect of nonuniform temperature field distribution. This study uses the loss of relative dynamic modulus...

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Published inJournal of Building Engineering Vol. 72; p. 106747
Main Authors Rong, Xian‒Liang, Li, Lei, Zheng, Shan‒Suo, Wang, Feng, Huang, Wei‒Yuan, Zhang, Yi‒Xin, Lu, Dong
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.08.2023
Subjects
Freeze‒thaw damage model
Maximum freezing rate
Maximum hydrostatic pressure
Relative dynamic elastic modulus
Unevenly distributed temperature field
Unevenly distributed temperature field
Relative dynamic elastic modulus
Freeze‒thaw damage model
Maximum hydrostatic pressure
Maximum freezing rate
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Abstract Studies show the temperature field inside the concrete under freeze‒thaw cycling is not uniformly distributed. However, the existing indicators of freeze‒thaw damage do not take into account the effect of nonuniform temperature field distribution. This study uses the loss of relative dynamic modulus of concrete D as a physical index to characterize the degree of freeze‒thaw damage. Starting from the concrete freeze‒thaw damage mechanism, a widely applicable freeze‒thaw damage model that considers the nonuniform temperature field distribution inside the concrete structure is established based on Cai’s model, theoretical derivations and experimental research. The accuracy and reliability of the model are verified through design tests. Finally, the application of the freeze‒thaw damage model considering nonuniform temperature field distribution is determined for reinforced concrete (RC) beam‒column joints under freeze‒thaw cycle (FTC) action. The results show that the value for D is sensitive to the material coefficient λ. The value of λ tends to be a constant according to hydrostatic pressure theory and damage mechanics. The water‒cement ratio significantly affects the temperature of the maximum freezing rate for concrete under FTC action, and the freezing rate for concrete under FTC action shows a linearly related with the quadratic power of the water‒cement ratio. The freeze‒thaw damage model considering nonuniform temperature field distribution can be used to accurately quantify the freeze‒thaw damage of RC structures and members. •A freeze‒thaw damage model considering an uneven temperature field is established.•The degree of freeze‒thaw damage to concrete is quantitatively characterized.•A model for calculating Umax and the water-cement ratio is established.•An artificial climate rapid FTC technique is used to simulate the cold environment.•The application of the freeze‒thaw damage model is described.
AbstractList Studies show the temperature field inside the concrete under freeze‒thaw cycling is not uniformly distributed. However, the existing indicators of freeze‒thaw damage do not take into account the effect of nonuniform temperature field distribution. This study uses the loss of relative dynamic modulus of concrete D as a physical index to characterize the degree of freeze‒thaw damage. Starting from the concrete freeze‒thaw damage mechanism, a widely applicable freeze‒thaw damage model that considers the nonuniform temperature field distribution inside the concrete structure is established based on Cai’s model, theoretical derivations and experimental research. The accuracy and reliability of the model are verified through design tests. Finally, the application of the freeze‒thaw damage model considering nonuniform temperature field distribution is determined for reinforced concrete (RC) beam‒column joints under freeze‒thaw cycle (FTC) action. The results show that the value for D is sensitive to the material coefficient λ. The value of λ tends to be a constant according to hydrostatic pressure theory and damage mechanics. The water‒cement ratio significantly affects the temperature of the maximum freezing rate for concrete under FTC action, and the freezing rate for concrete under FTC action shows a linearly related with the quadratic power of the water‒cement ratio. The freeze‒thaw damage model considering nonuniform temperature field distribution can be used to accurately quantify the freeze‒thaw damage of RC structures and members. •A freeze‒thaw damage model considering an uneven temperature field is established.•The degree of freeze‒thaw damage to concrete is quantitatively characterized.•A model for calculating Umax and the water-cement ratio is established.•An artificial climate rapid FTC technique is used to simulate the cold environment.•The application of the freeze‒thaw damage model is described.
ArticleNumber 106747
Author Rong, Xian‒Liang
Zheng, Shan‒Suo
Zhang, Yi‒Xin
Lu, Dong
Li, Lei
Huang, Wei‒Yuan
Wang, Feng
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Keywords Unevenly distributed temperature field
Relative dynamic elastic modulus
Freeze‒thaw damage model
Maximum hydrostatic pressure
Maximum freezing rate
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Snippet Studies show the temperature field inside the concrete under freeze‒thaw cycling is not uniformly distributed. However, the existing indicators of freeze‒thaw...
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StartPage 106747
SubjectTerms Freeze‒thaw damage model
Maximum freezing rate
Maximum hydrostatic pressure
Relative dynamic elastic modulus
Unevenly distributed temperature field
Title Freeze‒thaw damage model for concrete considering a nonuniform temperature field
URI https://dx.doi.org/10.1016/j.jobe.2023.106747
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