Effects of humidity on shear behavior of bamboo

被引:49
作者
Askarinejad, Sina [1 ]
Kotowski, Peter [2 ]
Shalchy, Faezeh [3 ]
Rahbar, Nima [1 ,3 ]
机构
[1] Worcester Polytech Inst, Dept Mech Engn, Worcester, MA 01609 USA
[2] Univ Massachusetts, Dept Civil & Environm Engn, Dartmouth, MA 01003 USA
[3] Worcester Polytech Inst, Dept Civil & Environm Engn, Worcester, MA 01609 USA
基金
美国国家科学基金会;
关键词
Bamboo; Torsion test; Humidity; Finite element analysis;
D O I
10.1016/j.taml.2015.11.007
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Bamboo is a naturally occurring biological composite, however its microstructure and hence its properties are very complex compared to the manmade composites. Due to optimization, it can be assumed that the variation in properties along the thickness of the culm be a smooth transition for better bonding strength between layers and to prevent non uniformity in stress concentration. As a consequence, biological structures are complicated and functionally graded. Hence, a realistic model that can capture the mechanical performance of bamboo is valuable in future design of robust multifunctional composites. This paper presents the results of experimental and numerical studies on the torsional (shear) properties of bamboo. The hierarchical and multi-scale structure of bamboo and the distribution of micro-scale fibers are revealed via laser scanning and atomic force microscopy. This information was incorporated into a finite element model to analyze the mechanical behavior of bamboo under torsion and to estimate the shear modulus of bamboo along the fibers. Moreover, the effects of humidity and therefore water content on the mechanical properties of bamboo were evaluated by performing torsion tests on samples maintained in environments with different humidities. Increasing the humidity does not cause a drop in the shear modulus, however, a jump in the shear modulus did occur at around 60% humidity. Results of this study indicate that the highest strength values in samples occurred in environments with humidity levels between 60% and 80% and undergo a significant drop after that. In higher humidities, the samples behave more ductile. (C) 2015 The Authors. Published by Elsevier Ltd on behalf of The Chinese Society of Theoretical and Applied Mechanics.
引用
收藏
页码:236 / 243
页数:8
相关论文
共 49 条
[1]   The mechanical structures of bamboos in viewpoint of functionally gradient and composite materials [J].
Amada, S ;
Munekata, T ;
Nagase, Y ;
Ichikawa, Y ;
Kirigai, A ;
Yang, ZF .
JOURNAL OF COMPOSITE MATERIALS, 1996, 30 (07) :800-819
[2]   Fiber texture and mechanical graded structure of bamboo [J].
Amada, S ;
Ichikawa, Y ;
Munekata, T ;
Nagase, Y ;
Shimizu, H .
COMPOSITES PART B-ENGINEERING, 1997, 28 (1-2) :13-20
[3]   Viscoelastic properties of bamboo [J].
Amada, S ;
Lakes, RS .
JOURNAL OF MATERIALS SCIENCE, 1997, 32 (10) :2693-2697
[4]  
Amada S., 2001, COMPOS B, V32, P451, DOI [DOI 10.1016/S1359-8368(01)00022-1, 10.1016/S1359-8368(01)00022-1]
[5]  
[Anonymous], 2003, ASIAN J CIV ENG
[6]   Mechanical behavior of a notched oxide/oxide ceramic matrix composite in combustion environment: Experiments and simulations [J].
Askarinejad, Sina ;
Rahbar, Nima ;
Sabelkin, Volodymyr ;
Mall, Shankar .
COMPOSITE STRUCTURES, 2015, 127 :77-86
[7]   Toughening mechanisms in bioinspired multilayered materials [J].
Askarinejad, Sina ;
Rahbar, Nima .
JOURNAL OF THE ROYAL SOCIETY INTERFACE, 2015, 12 (102)
[8]  
Askeland D.R., 2003, SCI ENG MAT
[9]  
Bai XS, 1999, WOOD FIBER SCI, V31, P403
[10]  
Bathe K.-J., 1996, FINITE ELEMENT PROCE