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ORIGINAL PAPER
Comparative Analysis of Buckling Load of Circular and Corrugated Tubes by Utilizing Key Performance Indicators
1
Department of Mechanical Engineering, Integral University Lucknow, India
Online publication date: 2017-09-09
Publication date: 2017-08-01
International Journal of Applied Mechanics and Engineering 2017;22(3):789-797
KEYWORDS
buckling loadtubular structuresquasi-statickey performance indicators (KPIs)circular and corrugated sections
ABSTRACT
The performance of buckling load of tubular structures under quasi-static axial loading is quite appreciable, numerous tubes of various cross-section have been extensively investigated and corrugated sections have been designed to further improve the performance. In this paper, a carefully designed set of key performance indicators (KPIs) is utilized to assess and compare the buckling load of circular and corrugated tubes. A series of diagrams related to KPIs with various parameters of tubes are presented to demonstrate the influence of sectional configuration on the performance of tubes as well as the effect of the material on the potential of the same. The work is inestimable to engineering designs and applications, and further studies on the buckling load of other configurations.
REFERENCES (20)
1.
Alexander J.M. (1960): An approximate analysis of the collapse of thin cylindrical shells under axial loading. – Q. J. Mech. Appl. Math., vol.13 No.1, pp.10-5.
2.
Abromowicz W. and Jones N. (1986): Dynamic progressive buckling of circular and square tubes. – Int. J. Impact Eng., vol.4, No.4, pp.243-70.
3.
Lu G.X. and Yu T.X. (2003): Energy absorption of structures and materials. – Boca Raton: CRC Press.
4.
Kavi H., Toksoy A.K. and Guden M. (2006): Predicting energy absorption in a foam-filled thin-walled aluminum tube based on experimentally determined strengthening coefficient. – Mater. Des., vol.27, pp.263-9.
5.
Alavi Nia A., Badnava H. and Fallah Nejad K. (2011): An experimental investigation on crack effect on the mechanical behavior and energy absorption of thin-walled tubes. – Mater. Des., vol.32, pp.3594-607.
6.
Zhang X. and Zhang H. (2012): Experimental and numerical investigation on crush resistance of polygonal columns and angle elements. – Thin-Walled Struct., vol.57, pp.25-36.
7.
Seitzberger M., Rammerstorfer F.G., Gradinger R., Digischer H.P., Blaimschein M. and Walch C. (2000): Experimental studies on the quasi-static axial crushing of steel columns filled with aluminum foam. – Int. J. Solid Struct., vol.37, No.30, pp.4125-47.
8.
Umeda T., Mimura K. and Morisaka T. (2010): Study of energy absorption efficiency for a few thin-walled tubes in axial crushing. – Journal of Solids Mechanics and Materials Engineering, vol.4, No.7, pp.875-90.
9.
Mamalis A.G., Manolakos D.E., Ioannidis M.B., Kostazos P.K. and Dimitriou C. (2003): Finite element simulation of the axial collapse of metallic thin-walled tubes with octagonal cross-section. – Thin-Walled Struct., vol.41, No.10, pp.891-900.
10.
Mamalis A.G., Manolakos D.E. and Baldoukas A.K. (1991): Energy dissipation and associated failure modes when axial loading polygonal thin-walled cylinders. – Thin-Walled Struct., vol.12, No.1, pp.17-34.
11.
Sebaey T.A., Mahdi E., Shamseldin A. and Eltai E.O. (2014): Crushing behavior of hybrid hexagonal/octagonal cellular composite system: All made of carbon fiber reinforced epoxy. – Mater. Des., vol.60, pp.556-62.
12.
Fan Z., Lu G. and Liu K. (2013): Quasi-static axial compression of thin-walled tubes with different cross-sectional shapes. – Engineering Structures, vol.55, pp.80-89.
13.
Alavi Nia A. and Hamedani J.H. (2010): Comparative analysis of energy absorption and deformations of thin walled tubes with various section geometries. – Thin-Walled Struct., vol.48, No.12, pp.946-54.
14.
Fan Z., Lu G., Yu T.X. and Liu K. (2013): Axial crushing of triangular tubes. – International Journal of Applied Mechanics, vol.5, No.1, 1350008(1-21).
15.
Hong W., Jin F., Zhou J., Xia Z., Xu Y., Yang L., Zheng Q. and Fan H. (2013): Quasi-static axial compression of triangular steel tubes. – Thin-Walled Struct., vol.62, pp.10-7.
16.
Rahim Mohd Reyaz Ur, Akhtar S. and Bharti P.K. (2016): Finite element analysis for the buckling load of corrugated tubes. – International Journal of Advanced Engineering, Management and Science, vol.2, No.7, pp.0935-0939.
17.
Yokozeki T., Takeda S.I., Ogasawara T. and Ishikawa T. (2006): Mechanical properties of corrugated composites for candidate materials of flexible wing structures. – Composites Part A: Applied Science and Manufacturing, vol.37, No.10, pp.1578-1586.
18.
Yu T.X., Xiang Y., Wang M. and Yang L.M. (2014): Key performance indicators of tubes used as energy absorbers. – The 12th Asia-Pacific Symposium on Engineering Plasticity and its Applications (AEPA2014), Kaohsiung, Taiwan, 6-10 September.
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