Dynamic elastic buckling of a slender beam with geometric imperfections subject to an axial impulse

Finite elements in analysis and design

Volumn 35, Issue 3, 2000, Pages 227-246

  Kenny, S ^a   Pegg, N ^b   Taheri, F ^a  

^a DALHOUSIE UNIVERSITY   (Canada)

^b PO Box 1012   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COMPUTATIONAL GEOMETRY; COMPUTER AIDED DESIGN; COMPUTER SIMULATION; DYNAMIC RESPONSE; ELASTICITY; FAILURE ANALYSIS; FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; MATHEMATICAL MODELS;

GEOMETRIC IMPERFECTIONS; SOFTWARE PACKAGE ADINA; SOFTWARE PACKAGE ANSYS;

BEAMS AND GIRDERS;

EID: 0033733821     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0168-874X(99)00067-0     Document Type: Article

References (19)

1. Koning C., Taub J. Stossartige Knickbeanspruchung schlanker Stäbe im elastischen Bereich bei beiderseits gelenkiger Lagerung. Luftfahrtforschung. 10(2):1933;55-64.
2. Meier J.H. On the dynamics of elastic buckling. J. Aeronautical Sci. 12(1):1945;433-440.
3. Sevin E. On the elastic bending of columns due to dynamic axial forces including effects of axial inertia. J. Appl. Mech. Trans. ASME. Ser. E. 27:1960;125-131.
4. Lindberg H.E., Florence A.L. Leipholz H.H.E., Oravas G.Æ. Dynamic Pulse Buckling Theory and Experiment. 1987;Martinus Nijhoff Publishers, Dordrecht, The Netherlands.
5. Hayashi T., Sano Y. Dynamic buckling of bars (1st Report, the case of low velocity impact). Bull. JSME. 15(88):1972;1167-1175.
6. Hayashi T., Sano Y. Dynamic buckling of bars (2nd Report, the case of high velocity impact). Bull. JSME. 15(88):1972;1176-1184.
7. Sugiura K., Mizuno E., Fukumoto Y. Dynamic instability analyses of axially impacted columns. J. Eng. Mech. 111(7):1985;893-908.
8. Housner G.W., Tso W.K. Dynamic behaviour of supercritically loaded struts. J. Eng. Mech. 88(EM 5):1962;41-65.
9. Ari-Gur J., Weller T., Singer J. Experimental and theoretical studies of columns under axial impact. Int. J. Solids Struct. 18(7):1982;619-641.
10. Karagiozova D., Jones N. Strain-rate effects in the dynamic buckling of a simple elastic-plastic model. J. Appl. Mech. 64(1):1997;193-200.
11. Karagiozova D., Jones N. Multi-degrees of freedom model for dynamic buckling of an elastic-plastic structure. Int. J. Solids Struct. 33(23):1996;3377-3398.
12. Karagiozova D., Jones N. Some observations on the dyamic elastic-plastic buckling of a structural model. Int. J. Impact Eng. 16(4):1995;621-635.
13. Gerard G., Becker H. Column behaviour under conditions of impact. J. Aeronautical Sci. 19(1):1952;58-65.
14. Lindberg H.E. Impact buckling of a thin bar. J. Appl. Mech. Trans. ASME. 32(Ser. E):1965;315-322.
15. Cook R.D., Malkus D.S., Plesha M.E. Concepts and Applications of Finite Element Analysis. 3rd Edition:1989;Wiley, New York, NY, USA.
16. S. Kenny, Dynamic pulse buckling of slender beams with geometric imperfections subjected to an axial impact. Ph.D. Thesis, DalTech, Dalhousie University, Halifax, NS, Canada, 1999.
17. ADINA, Users Manual, ADINA R&D, Inc., 71 Elton Avenue, Watertown, MA, 02172, USA, September 1990 (http://world.std.com/~adina/).
18. ANSYS, Users Manual, Ver. 5.3, Troy Technology Park, 1960 Ring Drive, Troy, MI, 48083, USA, SAS IP Inc., 1997 (http://www.ansys.com).
19. NISA, Users Manual, Ver. 7, Engineering Mechanics Research Corporation, P.O. Box 696, Troy, MI, 48099, USA, 1997 (http://www.emrc.com).