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        Investigation in the Creep-Fatigue Coupled Effect of Rock Salt

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        Author(s)
        Fan, Jinyang
        Li, Zongze
        Yang, Chunhe
        Wang, Tongtao
        Language
        English
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        Abstract
        This open access book provides the uniaxial, triaxial, fatigue, creep, creep-fatigue loading tests in order to investigate the salt mechanical response and the related damage mechanisms defining relation between plastic deformation, dilatancy and damage. Based on the experimental results, a new creep-fatigue constitutive model for salt rock that considers creep-fatigue interaction was established by incorporating a state variable that characterizes rock hardening level on the basis of the Norton creep model. Different salt rock mechanical test data sets with varying stress paths were used to validate this creep-fatigue constitutive model. The fit curves and test curves of the stress paths demonstrate good consistency, indicating that the model comprehensively considers the effects of time, load, and state on salt rock's creep-fatigue, effectively describing the creep-fatigue plastic deformation features of salt rock under different stress paths.
        URI
        https://library.oapen.org/handle/20.500.12657/101684
        Keywords
        Salt rock; Creep; Fatigue; Mechanical properties; Low stress interval; High stress plateau; Deformation; Creep-fatigue coupled effect; State variables; Constitutive model
        DOI
        10.1007/978-981-96-5431-4
        ISBN
        9789819654314, 9789819654314, 9789819654307
        Publisher
        Springer Nature
        Publisher website
        https://www.springernature.com/gp/products/books
        Publication date and place
        Singapore, 2025
        Grantor
        • National Natural Science Foundation of China - [...]
        Imprint
        Springer Nature Singapore
        Classification
        Structural engineering
        Mechanical engineering
        Pages
        215
        Rights
        http://creativecommons.org/licenses/by-nc-nd/4.0/
        • Imported or submitted locally

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        License

        • If not noted otherwise all contents are available under Attribution 4.0 International (CC BY 4.0)

        Credits

        • logo EU
        • This project received funding from the European Union's Horizon 2020 research and innovation programme under grant agreement No 683680, 810640, 871069 and 964352.

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