Impact and Energy Absorption of TWB Thin-Walled Structures with Polygonal Cross-Sections

Article Preview

Abstract:

Nowadays, thin-walled structures and different materials destined to absorb kinetic energy initiated a great interest among the researchers from the auto, naval, military industries even from the protection equipment production industry. The main role of these structures is to absorb and dissipate the kinetic energy so the maximum level of deceleration to be limited. Thus, the structures collapse through progressive buckling. The aim is to control this progressive buckling as efficient as possible through the collapse mode or the construction technique. This collapsing mode is well described and characterised by the international literature [.The plastic strain history of the components constituting the thin-walled structure is very important because each bending, stretching process or tensioning brings with it self-a series of transformations which compete to influence the dynamic response of this kind of structures [2].In this study, all the above presented aspects were taken into consideration in the analysis of the impact and energy absorption behaviour regarding thin-walled structures by using explicit nonlinear finite element code LS_Dyna V971. The thin-walled structures involved in this research are made from tailor welded blanks (TWB) and were subject of axial impact crashing tests. There were used three types of cross-section shapes: rectangular, pentagonal and hexagonal. In order to have a fare comparison study, all the studied structures had a 250mm cross-section perimeter and a height of 250mm, also. Each structure is constituted from four, five or six sheet metal parts bonded together.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

686-691

Citation:

Online since:

October 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Somya P., Some analytical methods of plastic collapse of circular steel tube under quasistatic axial compression, The 19th Conference of Mechanical Engineering Network of Thailand, 19-21 October 2005, Pheket, Thailand.

Google Scholar

[2] Rusinek A., Zaera R., Forquin P., Klepaczko J.R., Effect of plastic deformation and boundary conditions combined with elastic wave propagation on the collapse site of a crash box, Thin-Walled Structures, 46 (2008) 1143-1163.

DOI: 10.1016/j.tws.2008.01.009

Google Scholar

[3] Ciubotariu V.A., Theoretical and experimental research regarding the influence of the weld line on the quality and resistance characteristics of the drawn parts made from tailor welded blanks, Ph.D. thesis, Vasile Alecsandri, University of Bacau, Romania, (2011).

DOI: 10.18662/lumproc.rsacvp2017.15

Google Scholar

[4] Abramowicz W., Wierzbicki T., Axial crushing of multi-corner sheet metal columns, Journal of Applied Mechanics, 56 (1989) 113-120.

DOI: 10.1115/1.3176030

Google Scholar

[5] Gronostajsky Z., Polak S., Quasi-static and dynamic deformation of double-hat thin-walled elements of vehicle controlled body crushing zones joined by clinching, Archives of Civil and Mechanicasl Engineering, VIII-2 (2008) 57-65.

DOI: 10.1016/s1644-9665(12)60193-9

Google Scholar

[6] Peroni L., Avalle M., Belingardi G., Experimental investigation of the energy absorption capability of continuos joined crash boxes, International Journal of Impact Engineering, 36 (2009) 498-511.

DOI: 10.1016/j.ijimpeng.2008.06.004

Google Scholar