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    Study of Creep Behavior and a Viscoelastic Model of Bamboo Scrimber under Short-Term Parallel-to-Grain Compression

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010::page 04024295-1
    Author:
    Caimei Liu
    ,
    Xizhi Wu
    ,
    Xiubo Liu
    ,
    Xianjun Li
    ,
    Zhangjing Chen
    ,
    Hong Luo
    DOI: 10.1061/JMCEE7.MTENG-18124
    Publisher: American Society of Civil Engineers
    Abstract: The creep of bamboo scrimber is an important factor to be considered in engineering applications. Simply using the creep test method not only consumes a lot of time and money, but also cannot be extended to the full stress level. Therefore, in this paper, the short-term creep tests of bamboo scrimber under different stress levels (30% and 40%) and ambient temperatures (30°C–70°C) were carried out. The multicomponent Kelvin-Voigt model and generalized Maxwell shear relaxation model of bamboo scrimber were established. The Maxwell-3 shear relaxation model was used as the constitutive model of bamboo scrimber, and the creep finite-element model of bamboo scrimber under parallel-to-grain compression was established, which verified the creep constitutive model of bamboo scrimber. The results showed that the shear relaxation modulus exhibited a significant decrease during the unstable creep stage, reaching a maximum reduction of 62.0%. It showed nonlinear for the effect of ambient temperature on the compression creep of bamboo scrimber, and the creep rate near the glass transition temperature was significantly higher than that at other temperatures. The fitting coefficients, R-square of creep compliance models, were sorted as KV-4 and KV-5>KV-3>Burgers>KV-2. The fitting coefficients, R-square of the generalized Maxwell model of shear relaxation modulus, were sorted as Maxwell-4 and Maxwell-3>Maxwell-2>Maxwell-1. The simulated creep displacement error of the two specimens was 2.8% and 0.1%, respectively, which verified the accuracy of the numerical simulation method. The paper proposed creep behavior and a constitutive model for bamboo scrimber under parallel-to-grain compression, which holds significant theoretical implications for its widespread application.
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      Study of Creep Behavior and a Viscoelastic Model of Bamboo Scrimber under Short-Term Parallel-to-Grain Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299357
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    contributor authorCaimei Liu
    contributor authorXizhi Wu
    contributor authorXiubo Liu
    contributor authorXianjun Li
    contributor authorZhangjing Chen
    contributor authorHong Luo
    date accessioned2024-12-24T10:40:46Z
    date available2024-12-24T10:40:46Z
    date copyright10/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-18124.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299357
    description abstractThe creep of bamboo scrimber is an important factor to be considered in engineering applications. Simply using the creep test method not only consumes a lot of time and money, but also cannot be extended to the full stress level. Therefore, in this paper, the short-term creep tests of bamboo scrimber under different stress levels (30% and 40%) and ambient temperatures (30°C–70°C) were carried out. The multicomponent Kelvin-Voigt model and generalized Maxwell shear relaxation model of bamboo scrimber were established. The Maxwell-3 shear relaxation model was used as the constitutive model of bamboo scrimber, and the creep finite-element model of bamboo scrimber under parallel-to-grain compression was established, which verified the creep constitutive model of bamboo scrimber. The results showed that the shear relaxation modulus exhibited a significant decrease during the unstable creep stage, reaching a maximum reduction of 62.0%. It showed nonlinear for the effect of ambient temperature on the compression creep of bamboo scrimber, and the creep rate near the glass transition temperature was significantly higher than that at other temperatures. The fitting coefficients, R-square of creep compliance models, were sorted as KV-4 and KV-5>KV-3>Burgers>KV-2. The fitting coefficients, R-square of the generalized Maxwell model of shear relaxation modulus, were sorted as Maxwell-4 and Maxwell-3>Maxwell-2>Maxwell-1. The simulated creep displacement error of the two specimens was 2.8% and 0.1%, respectively, which verified the accuracy of the numerical simulation method. The paper proposed creep behavior and a constitutive model for bamboo scrimber under parallel-to-grain compression, which holds significant theoretical implications for its widespread application.
    publisherAmerican Society of Civil Engineers
    titleStudy of Creep Behavior and a Viscoelastic Model of Bamboo Scrimber under Short-Term Parallel-to-Grain Compression
    typeJournal Article
    journal volume36
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18124
    journal fristpage04024295-1
    journal lastpage04024295-10
    page10
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010
    contenttypeFulltext
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