Axially pre-loaded steel tubes subjected to lateral impacts (a numerical simulation)

International Journal of Impact Engineering

Volumn 35, Issue 11, 2008, Pages 1267-1279

  Zeinoddini, M ^a   Harding, J E ^b   Parke, G A R ^b  

^a K N TOOSI UNIVERSITY OF TECHNOLOGY   (Iran)

^b UNIVERSITY OF SURREY   (United Kingdom)

Author keywords

Axial loading; Contact algorithm; Lateral impact; Numerical simulation; Steel tubes

Indexed keywords

COMPUTER SIMULATION; FINITE ELEMENT METHOD; NUMERICAL METHODS; STEEL; STEEL METALLOGRAPHY; TUBULAR STEEL STRUCTURES;

AXIAL LOADING; CONTACT ALGORITHM; DYNAMIC APPROACH; DYNAMIC INSTABILITIES; FAILURE LOADS; IMPACT LOADS; IMPACT TESTS; LATERAL IMPACT; LONG TUBES; NON-LINEAR FINITE ELEMENTS; NUMERICAL MODELLING; NUMERICAL SIMULATION; NUMERICAL SIMULATIONS; OBJECT MOVING; PRE-LOADING; STEEL TUBES; STRUCTURAL DAMPING; TIME DOMAIN OCT;

TUBES (COMPONENTS);

EID: 48349122298     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijimpeng.2007.08.002     Document Type: Article

References (17)

1. Pippard A.J.S., and Chitty L. Experiments on the plastic failure of cylindrical shells. The civil engineer in war vol. 3 (1948), Institution of Civil Engineers (ICE), London 2-29
2. Allen JD, Marshall J. The effect of ship impact on the load carrying capacity of steel tubes UK, London, HMSO, Offshore Technology Report OTH 90 317, vi+39 pages, ISBN 0-11-882130-X; 1993.
3. Harding J.E., and Onoufriou T. Behaviour of ring-stiffened cylindrical members damaged by local denting. J Construct Steel Res 33 3 (1995) 237-257
4. Walker A.C., and McCall S. Experimental investigation of damaged stiffened cylindrical shells. J Thin-Walled Struct 30 1-4 (1998) 79-94
5. Sharp J.V., Stacey A., Frieze P.A., and Nichols N.W. Implications for platform re-assessment based on in-service damage resulting from accidental loadings. Int Conf Offshore Mech Arctic Eng 3 (1996) 247-256
6. Ricles JM, Bruin MW. Evaluation of analysis methods for response prediction of dent-damaged tubular steel bracing members. In: 30th international offshore technology conference, Houston, Texas, 4-7 May 1998, Vol. 2: Pattern & marine system design. Richardson, Texas. OTC 8735, 1998. p. 215-28.
7. Zeinoddini M., Parke G.A.R., and Harding J.E. Behaviour of axially pre-loaded steel tubes subjected to lateral impacts (an experimental study). J Impact Eng 27 6 (2002) 669-690
8. Zeinoddini M., Harding J.E., and Parke G.A.R. Effect of impact damage on the capacity of tubular steel members of offshore structures. J Mar Struct 11 4-5 (1998) 141-158
9. Hibbit D., Karlsson B., and Sorensen P. ABAQUS standard theory and verification Manuals, Secs. 2, 3 and 5, version 5.7 (2001), HKS Inc., Providence Rhode Island, USA
10. Japan Society of Civil Engineers, Impact behaviour and design of structures. JSCE Structural Engineering Series 6. (in Japanese); 1993.
11. Simitses G.J. Dynamic stability of suddenly loaded structures (1990), Springer, New York p. 24-53
12. Savory E., Parke G.A.R., Zeinoddini M., Toy N., and Disney P. Modelling of tornado and microburst-induced wind loading and failure of a lattice transmission tower. J Eng Struct 23 (2001) 365-375
13. Stronge W.J., and Yu T.X. Dynamic models for structural plasticity (1993), Springer, London, UK p. 122-55
14. Jones N. Structural impact (1997), Cambridge University Press, Cambridge p. 333-385
15. Zeinoddini M., Harding J.E., and Parke G.A.R. Dynamic behaviour of axially pre-loaded tubular steel members of offshore structures subjected to impact damage. J Ocean Eng 26 (1999) 963-978
16. Clough R.W., and Penzien J. Dynamics of structures. 2nd ed (1993), McGraw-Hill Inc, New York p. 41-51
17. Bathe K.J. Finite element procedure in engineering analysis. 2nd ed. (1996), Prentice-Hall Inc, Englewood Cliffs, NJ p. 761-837