The unique flexibility feature of bamboo: Cantilever-beam loading form the coupling bending-shear effects

被引:2
|
作者
Xu, Haocheng [1 ,2 ,3 ]
Li, Jing [2 ,3 ,4 ,5 ]
Wang, Hankun [2 ,3 ,6 ]
Xu, Xinwu [1 ]
机构
[1] Nanjing Forestry Univ, Coll Mat Sci & Engn, Nanjing 210037, Jiangsu, Peoples R China
[2] Inst New Bamboo & Rattan Based Biomat, Int Ctr Bamboo & Rattan, Beijing 100102, Peoples R China
[3] Beijing Bamboo & Rattan Sci & Technol, Grassland Adm, Key Lab Natl Forestry, Beijing 100102, Peoples R China
[4] Chinese Acad Forestry, Res Inst Wood Ind, Beijing 100091, Peoples R China
[5] Grassland Adm Wood Sci & Technol, Key Lab Natl Forestry, Beijing 100091, Peoples R China
[6] NFGA Beijing Key Lab Bamboo & Rattan Sci & Technol, Beijing 100102, Peoples R China
基金
中国国家自然科学基金;
关键词
Bamboo; Cantilever-beam loading; Bending-shear coupling effect; Fracture mechanism; Mechanical properties; MECHANICAL-PROPERTIES; FRACTURE BEHAVIORS; MOSO BAMBOO;
D O I
10.1016/j.indcrop.2023.117494
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Bamboo's remarkable attribute of flexibility has earned it widespread recognition, positioning it as an exemplary material for mimicking biological structures in advanced engineering construction. While the tension, compression, bending, shear, and torsion properties of bamboo have been extensively documented, its response under combined loads remains a topic that warrants comprehensive investigation. Filling this knowledge gap, the present study employs the cantilever-beam principle as a methodological framework to scrutinize the fracture mechanism and mechanical properties of bamboo under the coupling effect of bending-shear. The obtained results reveal a linear decrease in the bending moment from the fixed support to the free end of the strip, while the shear force maintains a constant distribution along the strip's length. Within a specific segment of the strip, the bending stress exhibits a linear increase with the distance from the neutral axis, whereas the shear stress manifests a parabolic variation above or below the neutral axis. During the plastic stage, simultaneous transverse and radial fractures occur, effectively dissipating crack energy through interfacial debonding, fiber sliding, and fiber bridging mechanisms. The presence of stepwise deflection between adjacent internodes allows for substantial overall angular deflection of the bamboo culm without incurring damage. Furthermore, the mechanical properties of the strips demonstrate a positive linear correlation with both the fiber volume fraction and the density of vascular bundles. A notable achievement of this study is the establishment of a numerical structure activity relationship, elucidating the bending-shear coupling performance. This relationship serves to clarify the fracture toughness exhibited by bamboo and provides a valuable reference for performance testing and the formulation of standardized protocols in the realm of biomimetic material production.
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页数:11
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