Stepwise Failure Behavior of Thermal-Treated Bamboo Under Uniaxial Tensile Load

31 Pages Posted: 13 Oct 2022

See all articles by Jie Cui

Jie Cui

Sichuan University

Lin Mi

Sichuan University

Lang Li

Sichuan University

Yongjie Liu

Sichuan University

Chong Wang

Sichuan University

Chao He

Sichuan University

Hong Zhang

Sichuan University - MOE Key Laboratory of Deep Earth Science and Engineering

Yao Chen

Sichuan University

Qingyuan Wang

Sichuan University - Failure Mechanics and Engineering Disaster Prevention and Mitigation Key Laboratory

Abstract

In this paper, the tensile behavior of Moso bamboo (Phyllostachys pubescens) before and after heat treatment was studied. The tensile strength and the stress-strain curve of the specimens were acquired. Then the crack propagation process during tension was analyzed. The microstructure and chemical composition analysis was conducted to discover the mechanism underneath the mechanical behavior. The tensile strength decreases with the increasing treating temperature. The chemical analysis indicated that the decrease in tensile strength resulted from the decomposition of cellulose and hemicellulose. The unique composite structure of bamboo makes it shows stepwise failure behavior under uniaxial tensile load. During tension, the fiber sheaths disperse in the ground parenchymatous tissue, and break dispersively during tension, making the strain-stress curve fluctuate like stairs. The curve of the specimen got more fluctuant with the increase in treating temperature. The microstructure analysis indicates that the structural change of the fiber cell wall is responsible for the more fluctuant strain-stress curve.

Keywords: Moso bamboo, Thermal treatment, crack propagation, longitudinal tensile fracture, fracture mechanism

Suggested Citation

Cui, Jie and Mi, Lin and Li, Lang and Liu, Yongjie and Wang, Chong and He, Chao and Zhang, Hong and Chen, Yao and Wang, Qingyuan, Stepwise Failure Behavior of Thermal-Treated Bamboo Under Uniaxial Tensile Load. Available at SSRN: https://ssrn.com/abstract=4246418 or http://dx.doi.org/10.2139/ssrn.4246418

Jie Cui

Sichuan University ( email )

No. 24 South Section1, Yihuan Road,
Chengdu, 610064
China

Lin Mi

Sichuan University ( email )

No. 24 South Section1, Yihuan Road,
Chengdu, 610064
China

Lang Li (Contact Author)

Sichuan University ( email )

No. 24 South Section1, Yihuan Road,
Chengdu, 610064
China

Yongjie Liu

Sichuan University ( email )

No. 24 South Section1, Yihuan Road,
Chengdu, 610064
China

Chong Wang

Sichuan University ( email )

No. 24 South Section1, Yihuan Road,
Chengdu, 610064
China

Chao He

Sichuan University ( email )

No. 24 South Section1, Yihuan Road,
Chengdu, 610064
China

Hong Zhang

Sichuan University - MOE Key Laboratory of Deep Earth Science and Engineering ( email )

Chengdu
China

Yao Chen

Sichuan University ( email )

No. 24 South Section1, Yihuan Road,
Chengdu, 610064
China

Qingyuan Wang

Sichuan University - Failure Mechanics and Engineering Disaster Prevention and Mitigation Key Laboratory ( email )

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