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    Stress Relaxation and Creep Nanoindentation for Cement Paste

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001::page 04023514-1
    Author:
    Poornima Patil
    ,
    Christopher Jones
    DOI: 10.1061/JMCEE7.MTENG-15725
    Publisher: ASCE
    Abstract: Feedback-controlled statistical-based nanoindentation creep and stress relaxation tests are performed on cementitious material to characterize the viscoelastic properties. Closed-form linear viscoelastic analytical solutions are derived based on the elastic–viscoelastic correspondence principle to study the creep and stress relaxation response. The solution developed to model the relaxation behavior is inverted in the transform domain to obtain the creep response, thus cross-validating the stress relaxation solution. The viscoelastic properties obtained from testing hardened cement paste and standard polycarbonate indicate strong agreement between the measured and fit data. The creep compliance curve developed as the inverse of stress relaxation function shows good correlation with creep compliance curves obtained by the analytical viscoelastic solution. Additionally, the nanoindentation-based stress relaxation test appears to provide more converged data compared with creep tests; hence, the study proposes nanoindentation as an additional and efficient tool to characterize the stress relaxation of cementitious materials.
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      Stress Relaxation and Creep Nanoindentation for Cement Paste

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297803
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    contributor authorPoornima Patil
    contributor authorChristopher Jones
    date accessioned2024-04-27T22:54:33Z
    date available2024-04-27T22:54:33Z
    date issued2024/01/01
    identifier other10.1061-JMCEE7.MTENG-15725.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297803
    description abstractFeedback-controlled statistical-based nanoindentation creep and stress relaxation tests are performed on cementitious material to characterize the viscoelastic properties. Closed-form linear viscoelastic analytical solutions are derived based on the elastic–viscoelastic correspondence principle to study the creep and stress relaxation response. The solution developed to model the relaxation behavior is inverted in the transform domain to obtain the creep response, thus cross-validating the stress relaxation solution. The viscoelastic properties obtained from testing hardened cement paste and standard polycarbonate indicate strong agreement between the measured and fit data. The creep compliance curve developed as the inverse of stress relaxation function shows good correlation with creep compliance curves obtained by the analytical viscoelastic solution. Additionally, the nanoindentation-based stress relaxation test appears to provide more converged data compared with creep tests; hence, the study proposes nanoindentation as an additional and efficient tool to characterize the stress relaxation of cementitious materials.
    publisherASCE
    titleStress Relaxation and Creep Nanoindentation for Cement Paste
    typeJournal Article
    journal volume36
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15725
    journal fristpage04023514-1
    journal lastpage04023514-10
    page10
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001
    contenttypeFulltext
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