Nonlinear numerical simulation of bond performance between recycled concrete and corroded steel bars
Abstract: In this article, the bond performance between recycled concrete and corroded steel bars is analyzed by the nonlinear numerical simulation. The result shows that the maximum bond strength between recycled concrete and steel bar decreases with the increase in steel bar corrosion rate; when the recycled concrete strength is large, the simulated maximum bond strength is in good agreement with the experimental maximum bond strength; when the recycled concrete strength is small, the simulated maximum bond strength is in relatively poor agreement with the experimental maximum bond strength, but there is still an error within the allowable range; the slip between recycled concrete and steel bar increases with the increase in steel bar corrosion rate; when the steel bar corrosion rate exceeded 5%, the bond strength decreases more rapidly; the maximum bond strength increases with the increase in specimen sizes under the same steel bar corrosion rate; the maximum bond strength decreases with the increase in steel bar diameter under the same steel bar corrosion rate.
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- Extent
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Online-Ressource
- Language
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Englisch
- Bibliographic citation
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Nonlinear numerical simulation of bond performance between recycled concrete and corroded steel bars ; volume:12 ; number:1 ; year:2023 ; extent:7
Nonlinear engineering ; 12, Heft 1 (2023) (gesamt 7)
- Creator
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Li, Zhenfang
Gao, Dong
Wu, Chuanji
Lv, Guoqing
Liu, Xin
Zhai, Haoran
Huang, Zhanfang
- DOI
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10.1515/nleng-2022-0275
- URN
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urn:nbn:de:101:1-2023040414120641651165
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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14.08.2025, 10:53 AM CEST
Data provider
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Li, Zhenfang
- Gao, Dong
- Wu, Chuanji
- Lv, Guoqing
- Liu, Xin
- Zhai, Haoran
- Huang, Zhanfang
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Selective Construction of C−C and C=C Bonds by Manganese Catalyzed Coupling of Alcohols with Phosphorus Ylides
Bond performance between recycled concrete and steel bar after high temperature
Size effect, neighbour effect and peripheral effect in cross-border tax games
Global existence and uniqueness of solutions to the three-dimensional Boussinesq equations
Class structure and income inequality in transitional China
Inhibition SNN: unveiling the efficacy of various lateral inhibition learning in image pattern recognition
The transitivity of primary conjugacy in regular ω -semigroups
Bond between concrete and steel
Zero Mach Number Limit of the Compressible Primitive Equations: Well-Prepared Initial Data
Well-Posedness of Strong Solutions to the Anelastic Equations of Stratified Viscous Flows
Relevance of surface freshwater flux for global ocean circulation and Atlantic freshwater content variability
On semigroups of transformations that preserve a double direction equivalence
Selective Construction of C−C and C=C Bonds by Manganese Catalyzed Coupling of Alcohols with Phosphorus Ylides
Bond performance between recycled concrete and steel bar after high temperature
Size effect, neighbour effect and peripheral effect in cross-border tax games
Global existence and uniqueness of solutions to the three-dimensional Boussinesq equations
Class structure and income inequality in transitional China
Inhibition SNN: unveiling the efficacy of various lateral inhibition learning in image pattern recognition
The transitivity of primary conjugacy in regular ω -semigroups
Bond between concrete and steel
Zero Mach Number Limit of the Compressible Primitive Equations: Well-Prepared Initial Data
Well-Posedness of Strong Solutions to the Anelastic Equations of Stratified Viscous Flows
Relevance of surface freshwater flux for global ocean circulation and Atlantic freshwater content variability