Axial compressive behavior of Moso Bamboo and its components with respect to fiber-reinforced composite structure

Xuexia Zhang , Zixuan Yu , Yan Yu , Hankun Wang , Jinghao Li

Journal of Forestry Research ›› 2018, Vol. 30 ›› Issue (6) : 2371 -2377.

PDF
Journal of Forestry Research ›› 2018, Vol. 30 ›› Issue (6) : 2371 -2377. DOI: 10.1007/s11676-018-0780-9
Original Paper

Axial compressive behavior of Moso Bamboo and its components with respect to fiber-reinforced composite structure

Author information +
History +
PDF

Abstract

Bamboo is a unique fiber-reinforced bio-composite with fibers embedded into a parenchyma cell matrix. We conducted axial compression tests on bamboo blocks prepared from bottom to top, and from inner to outer portions of the culm. The apparent Young’s modulus and compressive strength of whole thickness bamboo blocks exhibited slight increases with increasing height along the culm, due to slight increases of fiber volume fraction (V f) from 28.4 to 30.4%. Other blocks showed a significant increase in apparent Young’s modulus and strength from the inner to outer part of the culm wall, mainly owing to a sharp increase of V f from 17.1 to 59.8%. With a decrease of fiber fraction volume there was a transition from relatively brittle behavior to very ductile behavior in bamboo blocks. Results indicated that stiffness and strength of bamboo was primarily due to fiber in compression, and ductility of bamboo was provided by the parenchyma cell matrix acting as a natural fiber-reinforced composite.

Keywords

Bamboo / Axial compressive behavior / Functionally grade structure

Cite this article

Download citation ▾
Xuexia Zhang, Zixuan Yu, Yan Yu, Hankun Wang, Jinghao Li. Axial compressive behavior of Moso Bamboo and its components with respect to fiber-reinforced composite structure. Journal of Forestry Research, 2018, 30(6): 2371-2377 DOI:10.1007/s11676-018-0780-9

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Ahmad M, Kamke FA. Analysis of calcutta bamboo for structural composite materials: physical and mechanical properties. Wood Sci Technol, 2005, 39(6): 448-459.

[2]

Amada S, Ichikawa Y, Munekata T, Nagase Y, Shimizu H. Fiber texture and mechanical graded structure of bamboo. Compos Part B Eng, 1997, 28(1): 13-20.

[3]

Baets J, Wouters K, Hendrickx K, Vuure AWV. Compressive properties of natural fibre composites. Mater Lett, 2015, 149: 138-140.

[4]

Chung KF, Yu WK. Mechanical properties of structural bamboo for bamboo scaffoldings. Eng Struct, 2002, 24(4): 429-442.

[5]

Dixon PG, Gibson LJ. The structure and mechanics of moso bamboo material. J R Soc Interface, 2014 11 99 20140321

[6]

Ghavami K, Rodrigues CS, Paciornik S. Bamboo: functionally graded composite material. Asian J Civ Eng, 2003, 4(4): 1-10.

[7]

Habibi MK, Samaei AT, Gheshlaghi B, Jian L, Yang L. Asymmetric flexural behavior from bamboo’s functionally graded hierarchical structure: underlying mechanisms. Acta Biomater, 2015, 16: 178-186.

[8]

Huang DS, Zhou AP, Li HT, Su Y, Chen G. Experimental study on the tensile properties of bamboo related to its distribution of vascular bundles. Key Eng Mater, 2012, 517: 112-117.

[9]

Huang P, Chang WS, Ansell MP, Chew YMJ, Shea A. Density distribution profile for internodes and nodes of phyllostachys edulis (moso bamboo) by computer tomography scanning. Constr Build Mater, 2015, 93: 197-204.

[10]

Krause JQ, Silva FDA, Ghavami K, Gomes ODFM, Filho RDT. On the influence of dendrocalamus giganteus, bamboo microstructure on its mechanical behavior. Constr Build Mater, 2016, 127: 199-209.

[11]

Li HT, Zhang QS, Huang DS, Deekz AJ. Compressive performance of laminated bamboo. Compos Part B Eng, 2013, 54(1): 319-328.

[12]

Liu H, Wang X, Zhang X, Sun Z, Jiang Z. In situ detection of the fracture behaviour of moso bamboo (phyllostachys pubescens) by scanning electron microscopy. Holzforschung, 2016, 70: 1-8.

[13]

Lo TY, Cui HZ, Leung HC. The effect of fiber density on strength capacity of bamboo. Mater Lett, 2004, 58(21): 2595-2598.

[14]

Lo TY, Cui HZ, Tang PWC, Leung HC. Strength analysis of bamboo by microscopic investigation of bamboo fibre. Constr Build Mater, 2008, 22(7): 1532-1535.

[15]

Nogata F, Takahashi H. Intelligent functionally graded material: bamboo. Compos Eng, 1995, 5(7): 743-751.

[16]

Obataya E, Kitin P, Yamauchi H. Bending characteristics of bamboo (Phyllostachys pubescens) with respect to its fiber foam composite structure. Wood Sci Technol, 2007, 41: 385-400.

[17]

Qi J, Xie J, Yu W, Chen S. Effects of characteristic inhomogeneity of bamboo culm nodes on mechanical properties of bamboo fiber reinforced composite. J Forestry Res, 2015, 26(4): 1-4.

[18]

Ray AK, Mondal S, Das SK, Ramachandrarao P. Bamboo—a functionally graded composite-correlation between microstructure and mechanical strength. J Mater Sci, 2005, 40(19): 5249-5253.

[19]

Shang L, Sun Z, Liu X, Jiang Z. A novel method for measuring mechanical properties of vascular bundles in moso bamboo. J Wood Sci, 2015, 61(6): 562-568.

[20]

Shao ZP, Fang CH, Tian GL. Mode I interlaminar fracture property of moso bamboo (phyllostachys pubescens). Wood Sci Technol, 2009, 43(5): 527-536.

[21]

Shao ZP, Fang CH, Huang SX. Tensile properties of moso bamboo (phyllostachys pubescens) and its components with respect to its fiber-reinforced composite structure. Wood Sci Technol, 2010, 44(4): 655-666.

[22]

Silva ECN, Walters MC, Paulino GH. Modeling bamboo as a functionally graded material: lessons for the analysis of affordable materials. J Mater Sci, 2006, 41(21): 6991-7004.

[23]

Tan T, Rahbar N, Allameh SM, Kwofie S, Dissmore D, Ghavami K, Soboyejo WO. Mechanical properties of functionally graded hierarchical bamboo structures. Acta Biomater, 2011, 7(10): 3796-3803.

[24]

Verma CS, Chariar VM. Stiffness and strength analysis of four layered laminate bamboo composite at macroscopic scale. Compos Part B Eng, 2013, 45(1): 369-376.

[25]

Verma CS, Sharma NK, Chariar VM, Maheshwari S, Hada MK. Comparative study of mechanical properties of bamboo laminae and their laminates with woods and wood based composites. Compos Part B Eng, 2014, 60(2): 523-530.

[26]

Wang X, Ren H, Zhang B, Fei B, Burgert I. Cell wall structure and formation of maturing fibres of moso bamboo (phyllostachys pubescens) increase buckling resistance. J R Soc Interface, 2012, 9(70): 988-996.

[27]

Wang H, Li W, Ren D, Yu Z, Yu Y. A two-variable model for predicting the effects of moisture content and density on compressive strength parallel to the grain for moso bamboo. J Wood Sci, 2014, 60(5): 362-366.

[28]

Wegst UG. Bending efficiency through property gradients in bamboo, palm, and wood-based composites. J Mechl Behav Biomed, 2011, 4(5): 744-755.

[29]

Xiao Y, Li L, Yang R, Shan B, She L. Experimental study on creep and loading property of laminated bamboo bridge. Build Struc, 2013, 43(18): 86-91.

[30]

Xu Q, Harries K, Li X, Liu Q, Gottron J. Mechanical properties of structural bamboo following immersion in water. Eng Struct, 2014, 81: 230-239.

[31]

Zhang X, Li J, Yu Z, Yu Y, Wang H. Compressive failure mechanism and buckling analysis of the graded hierarchical bamboo structure. J Mater Sci, 2017, 52(12): 6999-7007.

AI Summary AI Mindmap
PDF

137

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/