加纳结构用胶合竹材幼竹和成熟竹的物理力学性能评价

E. Appiah-Kubi, Michael Awotwe-Mensah, Stephen Jobson Mitchual
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引用次数: 1

摘要

本研究评估了用于结构应用的幼竹和成熟竹的性能。用快速固化聚氨酯粘合剂(Rapid Lion)从2年和4年生的普通竹(Bambusa vulgaris)茎中制备胶合竹材。对所生产的复合材料的物理性能(含水率、基本密度、径向、纵向、切向和体积收缩率)和力学性能(断裂模量、弹性模量和平行于晶粒的抗压强度)进行了评估。结果表明:胶合竹材幼竹的径向收缩量为6.32%,切向收缩量为6.51%,纵向收缩量为0.22%,是成熟竹材收缩量的2倍左右;成熟竹的基本密度为810.56 kg/m³,比幼竹的基本密度高14.56%。胶合竹幼竹的MOE为5876 MPa;胶合竹材的MOE为43.42 MPa,抗压强度为37.58 MPa,胶合竹材的MOE为13379 MPa;MOR为82.48 MPa,抗压强度为62.78 MPa。成熟竹层压板的物理力学性能优于幼竹层压板。建议将成熟竹作为一种工程复合材料用于结构应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Assessment of physical and mechanical properties of juvenile and matured Bambusa vulgaris glue-laminated bamboo for structural applications in Ghana
This study assessed the properties of juvenile and matured glue-laminated bamboo for structural applications. Glue-laminated bamboo was produced from 2-year-old and 4-year-old culms of Bambusa vulgaris with a fast-curing polyurethane adhesive (Rapid Lion). The composites produced were assessed for their physical (moisture content, basic density, radial, longitudinal, tangential and volumetric shrinkage) and mechanical (modulus of rupture, modulus of elasticity and compressive strength parallel to grain) properties. The results show that the juvenile glue-laminated bamboo significantly shrinks about twice that of the matured glue-laminated bamboo with values of 6.32% for radial, 6.51% for tangential and 0.22% for longitudinal. It was further observed that the basic density of the matured glue-laminated bamboo was 810.56 kg/m³ which is 14.56% higher than that of the juvenile glue-laminated bamboo. The juvenile glue-laminated bamboo had MOE of 5876 MPa; MOR of 43.42 MPa and compressive strength of 37.58 MPa whilst that of the matured glue-laminated bamboo recorded MOE of 13379 MPa; MOR of 82.48 MPa and compressive strength of 62.78 MPa. The matured bamboo laminates had better physical and mechanical properties than that of the juvenile bamboo laminates. It is recommended that matured Bambusa vulgaris can be used as an engineered composite material for structural applications.
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