Technical Papers
Jul 16, 2024

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

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 10

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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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The project is supported by China Postdoctoral Science Foundation (No. 2021M690768) and Natural Science Foundation of Hunan Province (No. 2020JJ5986).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 10October 2024

History

Received: Nov 14, 2023
Accepted: Feb 16, 2024
Published online: Jul 16, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 16, 2024

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Ph.D. Candidate, College of Materials Science and Engineering, Central South Univ. of Forestry and Technology, Changsha 410082, China. Email: [email protected]
Professor, College of Materials Science and Engineering, Central South Univ. of Forestry and Technology, Changsha 410082, China; Guangzhou Tech-Long Packaging Machinery Co., Ltd., 498 Shaoshan South Rd., Tianxin District, Changsha City, Hunan Province, China (corresponding author). Email: [email protected]
Professor, College of Materials Science and Engineering, Central South Univ. of Forestry and Technology, Changsha 410082, China. Email: [email protected]
Professor, College of Materials Science and Engineering, Central South Univ. of Forestry and Technology, Changsha 410082, China. Email: [email protected]
Zhangjing Chen [email protected]
Professor, Dept. of Sustainable Biomaterials, Virginia Tech Univ., Blacksburg, VA 24061. Email: [email protected]
Professor, College of Materials Science and Engineering, Central South Univ. of Forestry and Technology, Changsha 410082, China. Email: [email protected]

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