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

被引:0
|
作者
Liu, Caimei [1 ]
Wu, Xizhi [1 ,2 ]
Liu, Xiubo [1 ]
Li, Xianjun [1 ]
Chen, Zhangjing [3 ]
Luo, Hong [1 ]
机构
[1] Cent South Univ Forestry & Technol, Coll Mat Sci & Engn, Changsha 410082, Peoples R China
[2] Guangzhou Tech Long Packaging Machinery Co Ltd, 498 Shaoshan South Rd, Changsha, Hunan, Peoples R China
[3] Virginia Tech Univ, Dept Sustainable Biomat, Blacksburg, VA 24061 USA
基金
中国博士后科学基金;
关键词
Bamboo scrimber; Creep; Viscoelastic model; Creep compliance; Shear relaxation modulus; PERFORMANCE; PROPERTY; GLASS;
D O I
10.1061/JMCEE7.MTENG-18124
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 degrees C-70 degrees 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. (c) 2024 American Society of Civil Engineers.
引用
收藏
页数:10
相关论文
共 33 条
  • [11] VARIATION OF CREEP POISSON RATIO WITH STRESS IN CONCRETE UNDER SHORT-TERM UNIAXIAL COMPRESSION
    LOO, YH
    BASE, GD
    MAGAZINE OF CONCRETE RESEARCH, 1990, 42 (151) : 67 - 73
  • [12] Study on short-term viscoelastic behavior of concrete bridge load test
    Zhou D.
    Wang C.
    Luo M.
    Wang N.
    Zhou T.
    Huang F.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2022, 53 (06): : 2155 - 2166
  • [13] Moisture and short-term time-dependent behavior of Norway spruce clear wood under compression perpendicular to the grain and rolling shear
    Akter, Shaheda T.
    Binder, Eva
    Bader, Thomas K.
    WOOD MATERIAL SCIENCE & ENGINEERING, 2023, 18 (02) : 580 - 593
  • [15] Evaluating the Microstructure Evolution Behaviors of Saturated Sandstone Using NMR Testing Under Uniaxial Short-Term and Creep Compression
    Chu, Zhaofei
    Wu, Zhijun
    Liu, Quansheng
    Weng, Lei
    Wang, Zhiyang
    Zhou, Yuan
    ROCK MECHANICS AND ROCK ENGINEERING, 2021, 54 (09) : 4905 - 4927
  • [16] Evaluating the Microstructure Evolution Behaviors of Saturated Sandstone Using NMR Testing Under Uniaxial Short-Term and Creep Compression
    Zhaofei Chu
    Zhijun Wu
    Quansheng Liu
    Lei Weng
    Zhiyang Wang
    Yuan Zhou
    Rock Mechanics and Rock Engineering, 2021, 54 : 4905 - 4927
  • [17] Experimental and Analytical Study on the Short-Term Behavior of Locally Bonded Connections in Bamboo-UHPC Composite Beams
    Zhao, Kang
    Wei, Yang
    Yan, Zicheng
    Li, Qiqi
    Fang, Xiayun
    MATERIALS, 2025, 18 (06)
  • [18] A true triaxial compression-induced microcracking model for evaluating short-term progressive and long-term creep failures of brittle rock
    Li, Xiaozhao
    Li, Lianjie
    Qi, Chengzhi
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2024, 175
  • [19] Viscoelastic Behavior of Polymer-Modified Cement Pastes: Insight from Downscaling Short-Term Macroscopic Creep Tests by Means of Multiscale Modeling
    Goebel, Luise
    Koenigsberger, Markus
    Osburg, Andrea
    Pichler, Bernhard
    APPLIED SCIENCES-BASEL, 2018, 8 (04):
  • [20] Short-Term Flexural Creep Behavior and Model Analysis of a Glass-Fiber-Reinforced Thermoplastic Composite Leaf Spring
    Subramanian, C.
    Senthilvelan, S.
    JOURNAL OF APPLIED POLYMER SCIENCE, 2011, 120 (06) : 3679 - 3686