Fracture properties of bamboo fibrous composites: A systematic review

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of building engineering Pub Date : 2024-09-10 DOI:10.1016/j.jobe.2024.110672
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Abstract

As a fast-growing grass, bamboo has received a great deal of attention due to the excellent mechanical performance. The unique properties of bamboo come from its natural composite structure - a kind of natural fiber reinforced composites, which is composed of bamboo fibers (reinforcement) and parenchyma tissue (matrix). Based on raw bamboo, man-made bamboo fibrous composites such as engineered bamboo and bamboo fiber reinforced polymeric composites have emerged. These materials eliminate some inherent shortcomings of bamboo, which can provide more stable material performance and achieve dimension alteration according to requirements. All of these bamboo fibrous composites have orthotropic structure, the mechanical properties of which in the longitudinal direction far exceed that in the transverse direction, and the tensile strength and compressive strength can reach 111–114.8 and 104.7–115.7 MPa respectively. Besides, the interfacial zone between fiber and matrix is weak, in which some defects are usually existed, such as micro-cracks and adhesive voids. As a result, cracks in the composites are inevitable, which are easy to extend in the longitudinal direction and result to fracture failure. Consequently, fracture studies become necessary for evaluating the crack-resistance ability of bamboo fibrous composites. This paper systematically introduces the previous research works on the fracture properties of bamboo fibrous composites. Firstly, this paper summarized the test methods for different fracture modes including Double cantilever beam (DCB), Single-edged notched beam (SENB), Compact tension (CT), etc., meanwhile the corresponding calculation theories such as Compliance calibration (CC), Modifed compliance calibration (MCC) and Modified beam theory (MBT) are also elucidated. Subsequently, the fracture behaviors and mechanisms of various bamboo fibrous composites are analyzed, in which the fracture parameters and crack-resistance capabilities are compared. In addition, considering the limitations of current research, the future research in need on the fracture properties of bamboo fibrous composites are discussed, the conclusion can be used in providing important reference for the safety evaluation of bamboo fibrous composites.

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竹纤维复合材料的断裂性能:系统综述
作为一种快速生长的草类,竹子因其优异的机械性能而备受关注。竹子的独特性能源于其天然复合结构--一种天然纤维增强复合材料,由竹纤维(增强体)和竹实质组织(基体)组成。在原竹的基础上,出现了人造竹纤维复合材料,如工程竹材和竹纤维增强聚合物复合材料。这些材料消除了竹材的一些固有缺陷,可提供更稳定的材料性能,并可根据要求实现尺寸改变。这些竹纤维复合材料都具有正交各向异性结构,其纵向力学性能远远超过横向,抗拉强度和抗压强度分别可达 111-114.8 兆帕和 104.7-115.7 兆帕。此外,纤维与基体之间的界面区较弱,通常存在一些缺陷,如微裂缝和粘合空隙。因此,复合材料中不可避免地会出现裂纹,这些裂纹很容易向纵向延伸,导致断裂失效。因此,为评估竹纤维复合材料的抗裂能力,有必要进行断裂研究。本文系统地介绍了前人对竹纤维复合材料断裂性能的研究工作。首先,本文总结了不同断裂模式的测试方法,包括双悬臂梁(DCB)、单边缺口梁(SENB)、紧凑拉伸(CT)等,同时阐明了相应的计算理论,如顺应性标定(CC)、修正顺应性标定(MCC)和修正梁理论(MBT)。随后,分析了各种竹纤维复合材料的断裂行为和机理,并对其断裂参数和抗裂能力进行了比较。此外,考虑到当前研究的局限性,还讨论了未来需要对竹纤维复合材料断裂性能进行的研究,其结论可为竹纤维复合材料的安全性评价提供重要参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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