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 in | Journal of Building Engineering Vol. 72; p. 106747 |
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Main Authors | , , , , , , |
Format | Journal Article |
Language | English |
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Elsevier Ltd
01.08.2023
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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. |
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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 |
Author_xml | – sequence: 1 givenname: Xian‒Liang surname: Rong fullname: Rong, Xian‒Liang organization: College of Civil Engineering, Tongji University, Shanghai, 200092, China – sequence: 2 givenname: Lei orcidid: 0000-0003-3357-7407 surname: Li fullname: Li, Lei email: lilei@xauat.edu.cn organization: School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055, China – sequence: 3 givenname: Shan‒Suo surname: Zheng fullname: Zheng, Shan‒Suo organization: School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055, China – sequence: 4 givenname: Feng surname: Wang fullname: Wang, Feng organization: School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055, China – sequence: 5 givenname: Wei‒Yuan surname: Huang fullname: Huang, Wei‒Yuan organization: College of Civil Engineering, Tongji University, Shanghai, 200092, China – sequence: 6 givenname: Yi‒Xin orcidid: 0000-0002-3424-6709 surname: Zhang fullname: Zhang, Yi‒Xin organization: College of Civil Engineering, Huaqiao University, Xiamen, 361021, China – sequence: 7 givenname: Dong surname: Lu fullname: Lu, Dong organization: Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Kowloon, 999077, Hong Kong, China |
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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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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 |
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