Modeling bamboo as a functionally graded material

被引:0
作者
Silve, Emilio Carlos Nelli [1 ]
Walters, Matthew C. [2 ]
Paulino, Glaucio H. [2 ]
机构
[1] Univ Sao Paulo, Escola Politecn, Dept Mechatron & Mech Syst, Av Prof Mello Moraes 2231, BR-05508900 Sao Paulo, Brazil
[2] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
来源
MULTISCALE AND FUNCTIONALLY GRADED MATERIALS | 2008年 / 973卷
基金
美国国家科学基金会;
关键词
bamboo; functionally graded material; homogenization; finite element analysis; graded elements;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Natural fibers are promising for engineering applications due to their low cost. They are abundantly available in tropical and subtropical regions of the world, and they can be employed as construction materials. Among natural fibers, bamboo has been widely used for housing construction around the world. Bamboo is an optimized composite material which exploits the concept of Functionally Graded Material (FGM). Biological structures, such as bamboo, are composite materials that have complicated shapes and material distribution inside their domain, and thus the use of numerical methods such as the finite element method and multiscale methods such as homogenization, can help to further understanding of the mechanical behavior of these materials. The objective of this work is to explore techniques such as the finite element method and homogenization to investigate the structural behavior of bamboo. The finite element formulation uses graded finite elements to capture die varying material distribution through the bamboo wall. To observe bamboo behavior under applied loads, simulations are conducted considering a spatially-varying Young's modulus, an averaged Young's modulus, and orthotropic constitutive properties obtained from homogenization theory. The homogenization procedure uses effective, axisymmetric properties estimated from the spatially-varying bamboo composite. Three-dimensional models of bamboo cells were built and simulated under tension, torsion, and bending load cases.
引用
收藏
页码:754 / +
页数:2
相关论文
共 17 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]  
Bai XS, 1999, WOOD FIBER SCI, V31, P403
[5]  
Bathe K, 2007, Finite element procedures
[6]   Tensile properties, morphology, and thermal behavior of PVC composites containing pine flour and bamboo flour [J].
Ge, XC ;
Li, XH ;
Meng, YZ .
JOURNAL OF APPLIED POLYMER SCIENCE, 2004, 93 (04) :1804-1811
[7]   ULTIMATE LOAD BEHAVIOR OF BAMBOO-REINFORCED LIGHTWEIGHT CONCRETE BEAMS [J].
GHAVAMI, K .
CEMENT & CONCRETE COMPOSITES, 1995, 17 (04) :281-288
[8]   PREPROCESSING AND POSTPROCESSING FOR MATERIALS BASED ON THE HOMOGENIZATION METHOD WITH ADAPTIVE FINITE-ELEMENT METHODS [J].
GUEDES, JM ;
KIKUCHI, N .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1990, 83 (02) :143-198
[9]  
Janssen J. J. A., 1995, BUILDING WITH BAMBOO
[10]  
Janssen JJA, 1991, MECH PROPERTIES BAMB