Theoretical and Numerical Study and Comparison of the Inertia Effects on the Collapse Behavior of Expanded metal tube Absorber with Single and Double Cell under Impact Loading

Document Type : Research Article

Authors

1 Mechanical Engineering department, Engineering Faculty, Lorestan University, Khorram-Abad, Iran

2 Mechanical Engineering department, Semnan University, Semnan, Iran

Abstract

The present study provides the theoretical and numerical comparison and study of the dynamic behavior of a four-rod and four-elastic-plastic joint model under the inertia effects in both single and double cell modes. The theoretical study was carried out by solving nonlinear equations in MATLAB with dynamic equations of motion. Numerical analysis was also carried out with ABAQUS. The objective of this study is to derive the equation of energy absorption in terms of the inertia parameter to the expanded metal tube structure under impact loading and also to study the dynamic behavior of effective parameters and collapse mechanism of the structure in both single and double cell modes. Finally, the analysis of the effect of double cell absorber was carried out for the values of effective parameters in dynamic response. The results show that the collapse of the absorber will be symmetric in two directions.

Keywords

Main Subjects


[1] A. Ghamarian, H.R. Zarei, M.T. Abadi, Experimental and Numerical Crashworthiness Investigation of Empty and Foam-filled End-capped Conical Tubes, Thin-walled Structural, 49(10) (2011) 1312– 1319.
[2] N. Jones, Energy-absorbing effectiveness factor, International journal of impact engineering, 37(2010)754-765.
[3] A. Meidell, Computer aided materials election for circular tubes designed to resist axial crushing, ThinWalled Structures, (47)8 (2009) 962–979.
[4] SC.Yuen, GN. Nurick, energy absorbingcharacteristics of tubular structures with geometric and material modifications, Apply Mechanics Review, (61) 2 (2008)802-815.
[5] Z. Li, L. Guo, J. Yu, Deformation and energy absorption of aluminum foam-filled tubes subjected to oblique loading, International Journal of Mechanical Sciences, 54(2012)48–56.
[6] D. Karagiozova, M.N.AlvesJones, Inertia effects in axisymmetrically deformed cylindrical shells under axial impact, International journal of impact engineering, 24 (2000)1083-1115.
[7] Z. Wang, H. Tian, Z. Lu, W. Zhou,High-speed axial impact of aluminum honeycomb - Experiment and simulation, composite part B, 12 (2013)203-215.
[8] W. Abramowicz, N. Jones, Transition from initial global bending to progressive buckling of tubes loaded statically and dynamically, International journal of impact engineering, 19 (1997)415-437.
[9] H. Qu, J. Huo Ch. Xu, F. Fu, Numerical studies on dynamic behavior of tubular T-joint subjected to impact loading, International Journal of Impact Engineering, 67 (2014) 12-26.
[10] N. Jones, R.S. Birch, Low-velocity impact of pressurized pipelines, International journal of impact engineering37(2)(2010) 207-219.
[11] Y.S. Tai, M.Y. Huang, H.T. Hu, Axial compression and energy absorption characteristics of high-strength thin-walled cylinders under impact load, Theoretical and Applied Fracture Mechanics, 53(2010)1–8.
[12] J. Song, Y. Chen, G. Lu, Light-Weight thinwalled structures whit patterned windows under axial crushing, International journal of Mechanical Sciences, 66 (2013) 239-248.
[13] X. Zhang, G. Cheng, Z. You, H. Zhang, Energy absorption of axially compressed thin-walled square tubes with patterns, Thin-Walled Structures, 45(9) (2007)737–746.
[14] R.H. Grzebieta, N.W. Murray, The static behaviour of struts with initial kinks at their centre point , International journal of impact engineering, 3 (1985)155-165.
[15] R.H. Grzebieta, N.W. Murray, Energy absorption of an initially imperfect strut subjected to an impact load, International journal of impact engineering, 4(1986) 145-159.
[16] E. Booth, D. Collier, J. Miles, Impact scalability of plated steel structures In structural crashworthiness, Butterworths,London, 15 (1983) 136-175.
[17] R.W. English, C.R. Calladine, Strain –rate and inertia effects in the collapse of two type of energy – absorbing structure, International journal of Mechanics Sciences, 26 (1984)689-701.
[18] C. Garciano, G. Martinez, D. Smith, Experimental investigation on the axial collapse of expanded metal tubes, Thin-Walled Structures, 47 (2009) 953-961.
[19] C. Garciano, G. Martinez, A. Gutirrez, Failure mechanism of expanded metal tubes under axial crushing, Thin-Walled Structures, 51 (2012)20-24.
[20] C. Garciano, G. Martínez, A. Gutierrez, Energy absorption of axially crushed expanded metal tubes, Thin-Walled Structures, 71(2013) 134-146.
[21] D. Smith, C. Graciano, G. Martínez, Quasistatic axial compression of concentric expanded metal tubes, Thin-Walled Structures, 84 (2014)170–176.
[22] L.L. Tam, C.R. Calladine, Inertia and strainrate effects in a simple plate-structure under impact loading, International journal of impact engineering, 13 (1991)349-377.
[23] W. Johnson, S.R. Reid, Update to Metallic energy dissipating system, International journal of Mechanics Sciences, 39(1986) 315-319.
[24] N. Jones, Recent studies on the dynamic plastic behaviour of structures, International journal of Mechanics Sciences, 42(1989)95-115.
[25] T.X. Yu, W. Johnson, Influence of axial force on the elastic bending and springback of a beam, International journal of Mechanics Working Technology, 6 (1982)521-32.