竹材和短枝裂竹的经典力学工程

M. S. Sulaiman, S. F. M. Ramle, R. Hashim, O. Sulaiman, M. Amini, J. G. Boon
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引用次数: 6

摘要

研究了竹材和短枝裂竹的物理力学特性。每根竹竿的样品可分为幼龄和成熟期两个不同的年龄。本研究的目的是研究密度、基本密度、含水率、吸水率和厚度膨胀等物理性能。除此之外,机械性能也有助于确定其断裂模量(MOR)和弹性模量(MOE)的弯曲测试。用于分析物理和机械性能的方法遵循ISO标准。从本研究中可以看出,幼竹的含水率、吸水率和厚度膨胀率分别为67.66%、2.69%和34.03%,而成熟的短枝裂竹的碱性密度、密度和MOR、MOE的弯曲试验值分别为876.33 kg/m3、1084.49 kg/m3、317.01 N/mm2和122986.18 N/mm2。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The classical mechanics engineered of Bambusa vulgaris and Schizostachyum brachycladum
Physical and mechanical properties of Bambusa vulgaris and Schizostachyum brachycladum wereinvestigated. The sample were classified into two different ages which are young and mature foreach culm of bamboo. The aim of this study to investigate the physical properties such as density,basic density, moisture content, water absorption and thickness swelling. Other than that, themechanical properties also help to determine their flexural test for modulus of rupture (MOR) andmodulus of elasticity (MOE). The method used to analyse physical and mechanical properties werefollowing the ISO standard. From this study, young Bambusa vulgaris has indicated the highercontent of moisture content, water absorption and thickness swelling with 67.66%, 2.69% and34.03%, respectively while mature Schizostachyum brachycladum has shown the higher value inbasic density, density, and flexural test for MOR and MOE with 876.33 kg/m3, 1084.49 kg/m3, 317.01 N/mm2 and 122986.18 N/mm2, respectively.
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