Dixon P G, Gibson L J
Department of Materials Science and Engineering, Massachusetts Institute of Technology, 77 Massachusetts Avenue, 8-032, Cambridge, MA 02139, USA.
Department of Materials Science and Engineering, Massachusetts Institute of Technology, 77 Massachusetts Avenue, 8-032, Cambridge, MA 02139, USA
J R Soc Interface. 2014 Oct 6;11(99). doi: 10.1098/rsif.2014.0321.
Although bamboo has been used structurally for millennia, there is currently increasing interest in the development of renewable and sustainable structural bamboo products (SBPs). These SBPs are analogous to wood products such as plywood, oriented strand board and glue-laminated wood. In this study, the properties of natural Moso bamboo (Phyllostachys pubescens) are investigated to further enable the processing and design of SBPs. The radial and longitudinal density gradients in bamboo give rise to variations in the mechanical properties. Here, we measure the flexural properties of Moso bamboo in the axial direction, along with the compressive strengths in the axial and transverse directions. Based on the microstructural variations (observed with scanning electron microscopy) and extrapolated solid cell wall properties of bamboo, we develop models, which describe the experimental results well. Compared to common North American construction woods loaded along the axial direction, Moso bamboo is approximately as stiff and substantially stronger, in both flexure and compression but denser. This work contributes to critical knowledge surrounding the microstructure and mechanical properties of bamboo, which are vital to the engineering and design of sustainable SBPs.
尽管竹子在建筑结构中已被使用了数千年,但目前人们对可再生和可持续结构竹制品(SBP)的开发兴趣与日俱增。这些SBP类似于胶合板、定向刨花板和胶合木等木制品。在本研究中,对天然毛竹(Phyllostachys pubescens)的特性进行了研究,以进一步推动SBP的加工和设计。竹子的径向和纵向密度梯度导致其力学性能产生变化。在此,我们测量了毛竹在轴向的弯曲性能,以及轴向和横向的抗压强度。基于微观结构变化(通过扫描电子显微镜观察)和推断的竹子实心细胞壁特性,我们开发了模型,这些模型能够很好地描述实验结果。与沿轴向加载的北美常见建筑木材相比,毛竹在弯曲和压缩方面的刚度大致相同,强度明显更高,但密度更大。这项工作为围绕竹子微观结构和力学性能的关键知识做出了贡献,而这些知识对于可持续SBP的工程和设计至关重要。