Investigating the Fracture Mechanisms Arising From the Inhomogeneous Shrinkage Behavior in the Anisotropic Structure of Natural Bamboo via Experimental and Numerical Methods

Raviduth Ramful
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Abstract

The integration of natural materials in modern designs, architecture and infrastructure is essential to enhance the standard of living, to improve aesthetic attributes and most importantly to address the issues of global crises faced in our modern times such as climate change. Modern solution is calling for alternative materials and the consideration of natural materials may provide a wide range of benefits ranging from being sustainable to having a low carbon offset. On the downside, natural materials made of organic structure, are vulnerable to diverse number of naturally occurring or externally induced factors which can affect their rate of degradation. This study was mainly focused on one aspect of degradation based on abiotic factors which affected the durability of bamboo-based natural materials. The study probed into the mechanisms prevailing between the interlaminar layers of bamboo anisotropic structure which resulted in random crack propagation during shrinkage of the material thereby greatly affecting their durability. To achieve the aim of this study, experimental investigation was conducted in the first place on thermally modified bamboo specimens to reveal their shrinkage behavior with respect to the anisotropic nature of the material. In second instance, numerical modeling via the Finite Element Method (FEM) was conducted to further ascertain the findings observed in the experimental study. The FEM software of LS-DYNA was considered for that purpose and the fringe plot of XY displacement was selected to assess the zone in the material most susceptible to crack initiation and propagation. The findings of this study will have a notable significance as it will shed further light on one of the main limitations of a natural material like bamboo. The established methodology and findings could also be considered to further modify the material for improved durability in modern designs and applications.

Abstract Image

通过实验和数值方法研究天然竹材各向异性结构中不均匀收缩导致的断裂机制
在现代设计、建筑和基础设施中整合天然材料对于提高生活水平、改善审美属性,最重要的是解决我们现代面临的全球危机问题,如气候变化,至关重要。现代解决方案需要替代材料,考虑天然材料可以提供广泛的好处,从可持续发展到低碳抵消。不利的一面是,由有机结构制成的天然材料容易受到各种自然发生的或外部诱导的因素的影响,这些因素会影响它们的降解速度。本研究主要针对影响竹基天然材料耐久性的非生物因素降解的一个方面进行研究。探讨了竹材各向异性结构层间存在的导致材料收缩过程中随机裂纹扩展的机制,从而对材料的耐久性产生重大影响。为了实现本研究的目的,首先对热改性竹试件进行了实验研究,以揭示其收缩行为与材料的各向异性有关。在第二例中,通过有限元方法进行数值模拟,进一步确定实验研究的结果。为此,采用LS-DYNA有限元软件,选取XY位移条纹图来评估材料中最易萌生和扩展裂纹的区域。这项研究的发现将具有显著的意义,因为它将进一步阐明竹子等天然材料的主要局限性之一。既定的方法和研究结果也可以考虑进一步修改材料,以提高现代设计和应用中的耐久性。
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