Creep Analysis of Bamboo Composite for Structural Applications

Author:

Zanker Hayden1ORCID,Rajabipour Ali1ORCID,Huang Dongsheng2,Bazli Milad13ORCID,Tang Siyuan2,Cui Zhaoyan2ORCID,Zhu Jia2,Kennaway Joel1,Diaz Luis1

Affiliation:

1. College of Engineering, IT & Environment, Charles Darwin University, Darwin 0801, Australia

2. National Engineering Research Center of Biomaterials, Nanjing Forestry University, Nanjing 210037, China

3. School of Mechanical and Mining Engineering, The University of Queensland, Brisbane 4000, Australia

Abstract

The present study investigates the phenomena of creep in a bamboo composite. The material was tested under tensile and compressive loading and simulated in finite element analysis software to estimate the creep coefficients. The presented findings have displayed the material’s propensity to fail at loads lower than the recorded ultimate strength, as early as 65% of this strength within 100 h, showing the importance of considering creep when designing structural components. Larger resistance to creep was observed under tensile stresses. Coefficients of the time-hardening creep model were estimated, which were found to be different under compression and tension. The findings provide insight into the reliable strength value of the Bamboo Composite. They could be also essential in estimating the long-term deflations in Bamboo Composite structures.

Publisher

MDPI AG

Subject

Polymers and Plastics,General Chemistry

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