Abstract

Bamboo is a kind of ecological building material for its physical and mechanical characteristics, such as fast growth, high yield, high strength, high toughness and good environmental performance. However, there are few studies on the influence of bamboo node structure about the mechanical properties of bamboo, and it is difficult to accurately determine the cross-section area of the bamboo node. In this paper, the three-dimensional scanner was combined with the reverse modeling technology to accurately obtain the cross-sectional area of the bamboo node. The bamboo node was subjected to axial compression test. Based on the experimental results, it was confirmed that the compressive strength of the bamboo node increased from the bottom to the top. The experimental results also showed that the difference in the degree of cracks has an effect on the bamboo break mode. Bamboo nodes with severe cracks and uneven distribution on the surface had the largest degree of expansion at the original deep cracks or the original surface through cracks. Bamboo nodes with slight cracks and even distribution or without cracks on the surface were uniformly expanding at the lower part when they were broken.

Highlights

  • The natural bamboo pole is a lightweight functional gradient material [1,2,3,4] with a hollow cylindrical shape, which is rich in yield [5], fast in growth, cheap and economical, and environmentally friendly [6]

  • Bamboo nodes with severe cracks and uneven distribution on the surface had the largest degree of expansion at the original deep cracks or the original surface through cracks

  • The influence of the height position of bamboo nodes in the bamboo against the compressive capacity was analysed and verified, and the failure modes of different crack degrees were summarized

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Summary

Introduction

The natural bamboo pole is a lightweight functional gradient material [1,2,3,4] with a hollow cylindrical shape, which is rich in yield [5], fast in growth, cheap and economical, and environmentally friendly [6]. The partition and the inner wall of the bamboo form a monolithic structure that is closely interdigitated in the longitudinal and vertical directions. This is essential for the stiffness and stability of slender bamboo [9]. The above researches respectively used the raw bamboo specimen and the bamboo specimen which removes the bamboo-green and bamboo-yellow as the research object. They did not propose scientific and accurate measurement methods for the cross-sectional area of the bamboo nodes,which is relatively rough

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