Elastic Buckling of Bionic Cylindrical Shells Based on Bamboo
查看参考文献12篇
文摘
|
High load-bearing efficiency is one of the advantages of biological structures after the evolution of billions of years. Biomimicking from nature may offer the potential for lightweight design. In the viewpoint of mechanics properties, the culm of bamboo comprises of two types of cells and the number of the vascular bundles takes a gradient of distribution. A three-point bending test was carried out to measure the elastic modulus. Results show that the elastic modulus of bamboo decreases gradually from the periphery towards the centre. Based on the structural characteristics of bamboo, a bionic cylindrical structure was designed to mimic the gradient distribution of vascular bundles and parenchyma cells. The buckling resistance of the bionic structure was compared with that of a traditional shell of equal mass under axial pressure by finite element simulations. Results show that the load-bearing capacity of bionic shell is increased by 124.8%. The buckling mode of bionic structure is global buckling while that of the conventional shell is local buckling. |
来源
|
Journal of Bionic Engineering
,2008,5(3):231-238 【核心库】
|
DOI
|
10.1016/s1672-6529(08)60029-3
|
关键词
|
bionic design
;
bamboo culm
;
thin-walled cylindrical structure
;
buckling
;
load-carrying efficiency
|
地址
|
1.
School of Mechanical Engineering and Automation, Beijing University of Aeronautics and Astronautics, Beijing, 100083
2.
Shenyang Aircraft Design Institute, Shenyang, 110035
|
语种
|
英文 |
文献类型
|
研究性论文 |
ISSN
|
1672-6529 |
学科
|
生物工程学(生物技术) |
基金
|
国家自然科学基金
;
Aeronautical Science Foundation of China(Grant No.05B01004)
|
文献收藏号
|
CSCD:3360178
|
参考文献 共
12
共1页
|
1.
HP Fuchs. The nonlinear prebuckling response of short thin-walled laminated composite cylinders in bending.
Composite Structures,1996,34:309-324
|
CSCD被引
2
次
|
|
|
|
2.
S Barlga. An idealization concept for the stability analysis of ring-reinforced cylindrical shells under external pressure.
International Journal of Non-Linear Mechanics,2002,37:745-756
|
CSCD被引
1
次
|
|
|
|
3.
JW Hutchinson. Buckling of cylindrical sandwich shells with metal foams cores.
International Journal of Solids and Structures,2000,37:6777-6794
|
CSCD被引
11
次
|
|
|
|
4.
A Spagnoli. Different buckling modes in axially stiffened conical shells.
Engineering Structures,2001,23:957-965
|
CSCD被引
2
次
|
|
|
|
5.
HS Shen. Buckling and postbuckling behaviour of cylindrical shells under combined external pressure and axial compression.
Thin-Walled Structures,1991,12:321-334
|
CSCD被引
1
次
|
|
|
|
6.
S Sridharan. Stiffened plates and cylindrical shells under interactive buckling.
Finite Elements in Analysis and Design,2001,38:155-178
|
CSCD被引
2
次
|
|
|
|
7.
TY Ng. Dynamic stability analysis of functionally graded cylindrical shells under periodic axial loading.
International Journal of Solids and Structures,2001,38:1295-1309
|
CSCD被引
1
次
|
|
|
|
8.
MA Dawson. Optimization of cylindrical shells with compliant cores.
International Journal of Solids and Structures,2007,14:1145-1160
|
CSCD被引
3
次
|
|
|
|
9.
T Speck. Plants as concept generators for biomimetic lightweight structures with variable stiffness and self-repair mechanisms.
Journal of Bionics Engineering,2004,1:199-205
|
CSCD被引
3
次
|
|
|
|
10.
YL Tommy. The effect of fiber density on strength capacity of bamboo.
Materials Letters,2004,58:2595-2598
|
CSCD被引
17
次
|
|
|
|
11.
Liese W. The Anatomy of Bamboo Culms.
Technical Report,1998:26-90
|
CSCD被引
1
次
|
|
|
|
12.
Wu Q.
Mechanical Properties and Optimization of Ultra-Light Weight Sandwich Structures Master Thesis, (in Chinese),2006
|
CSCD被引
1
次
|
|
|
|
|