4.7 Article

Morphological, Chemical, and Physical-Mechanical Properties of a Clumping Bamboo (Thyrsostachys oliveri) for Construction Applications

期刊

POLYMERS
卷 14, 期 17, 页码 -

出版社

MDPI
DOI: 10.3390/polym14173681

关键词

Thyrsostachys oliveri; culm morphology; chemical component; physical-mechanical properties

资金

  1. Science Foundation of Zhejiang Sci-Tech University [11340031282015, 11343132612050]
  2. General Scientific Research Project of Zhejiang Provincial Department of Education [113429A4F21005]
  3. Collaborative Education Project of the Ministry of Education [202102191029]

向作者/读者索取更多资源

This study systematically investigated the morphological characteristics, chemical components, and physical-mechanical properties of three-year-old Thyrsostachys oliveri culms. The results showed significant variations in morphological characteristics and chemical composition in different parts of the culms, while the physical-mechanical properties were optimal in the middle part. These findings provide valuable reference data for the rational utilization of Thyrsostachys oliveri bamboo resources.
In view of the long-term utilization history as a building and furniture making material in southeast Asian countries, Thyrsostachys oliveri is considered to have great utilization potential. However, little is known about the quantitative morphological characteristics and comprehensive material properties of its culm. In this study, we systematically investigated the morphological characteristics, the chemical components, and the physical-mechanical properties of the three-year-old culm of T. oliveri. The morphological analysis result showed that the internode length, the diameter of internodes and the wall thickness changed with the culm height. The volume of the culm wall of a single internode increased before the 10th internode, and then it decreased to a significant level at the 20th internode. The basic chemical compositions (cellulose, hemicellulose, lignin and silicon content) of the culm wall were 346.19 mg/g, 95.32 mg/g, 33.17%, and 3.39 mg/g, respectively. These component contents were relatively stable in the bottom and middle part of the culm, but changed significantly in the upper part of the culm. The moisture content and the base density of the culm wall were 73.01% and 0.64 g/cm(3), respectively. The culm wall shrinkage rate in the radial, tangential direction as well as the volumetric shrinkage reached the minimum value in the middle part of the culm. The average compressive strength, modulus of rupture and modulus of elasticity of the culm wall were 67.03 MPa, 143.74 MPa, and 7.99 GPa, respectively. These results provide valuable reference data for more rational use of this bamboo resources.

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