Inelastic deformation and failure of profiled stainless steel blast wall panels. Part II: Analytical modelling considerations

International Journal of Impact Engineering

Volumn 31, Issue 4, 2005, Pages 371-399

  Langdon, G S ^a   Schleyer, G K ^a  

^a UNIVERSITY OF LIVERPOOL   (United Kingdom)

Author keywords

Blast walls; Buckling; Corrugations; Modelling; Pulse pressure loading

Indexed keywords

BUCKLING; COMPUTER SIMULATION; DEFORMATION; ELASTICITY; FAILURE ANALYSIS; LOADS (FORCES); MATHEMATICAL MODELS; STAINLESS STEEL;

BLAST WALLS; CORRUGATIONS; GAS CLOUDS; PULSE PRESSURE LOADING;

STRUCTURAL PANELS;

EID: 5744243365     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijimpeng.2003.12.011     Document Type: Article

References (21)

1. Fire and Blast Information Group (FABIG). Design guide for stainless steel blast walls. Technical Note 5, SCI, June 1999.
2. CEN. Design of steel structures, Part 1-3, supplementary rules for cold-formed thin gauge members and sheeting. ENV 1993-1-3, 1996.
3. Langdon GS, Schleyer GK. Inelastic deformation and failure of profiled stainless steel blast walls. Part I: experimental investigations. Int J Impact Eng, in press, doi:10.1016/j.ijimpeng.2003.12.002 .
4. Nurick G.N., Martin J.B. Deformation of thin plates subjected to impulsive loading - a review. Part I. theoretical considerations Int J Impact Eng. 8(2):1989;159-170.
5. Menkes S.B., Opat H.J. Tearing and shear failures in explosively loaded broken beams. Exp Mech. 13:1973;480-486.
6. Jones N. Recent studies on the dynamic plastic behaviour of structures. Appl Mech Rev 1989;42(4):95-115 (American Society of Mechanical Engineers, ASME Book No. AMR053, 1989).
7. Biggs J.M. Introduction to structural dynamics. 1964;McGraw-Hill, New York.
8. Kaliszky S. Approximate solutions for impulsively loaded inelastic structures and continua. Int J Non-Linear Mech. 5:1970;143-158.
9. Kaliszky S. Large deformations of rigid-plastic structures under impulsive and pressure loading. J Struct Mech. 1(3):1973;295-317.
10. Jones N. A theoretical study of the dynamic plastic behaviour of beams and plates with finite-deflections. Int J Solids Struct. 7:1971;1007-1029.
11. Jones N. Structural impact. 1989;Cambridge University Press, Cambridge.
12. Schubak R.B., Anderson D.L., Olson M.D. Simplified dynamic analysis of rigid-plastic beams. Int J Impact Eng. 8(1):1989;27-42.
13. Martin JB, Symonds PS. Mode approximations for impulsively loaded rigid-plastic structures. J Eng Mech Div 1966;92:43-66 (Proc. ASCE, No. EM5).
14. Symonds P.S. Elastic, finite deflection and strain rate effects in a mode approximation technique for plastic deformation of pulse loaded structures. J Mech Eng Sci. 22(4):1980;189-197.
15. Symonds P.S., Mosquera J.M. A simplified approach to elastic-plastic response to general pulse loads. J Appl Mech Trans ASME. 107:1985;1-7.
16. Schleyer GK, Mihsein M. Development of mathematical models for dynamic analysis of structures. Conference Proceedings on Structural Design against Accidental Loading - As Part of the Offshore Safety Case, London, 1992. p. 3.2.1-11, ISBN 0 7008 0479 X.
17. Schleyer G.K., Hsu S.S. A modelling scheme for predicting the response of elastic-plastic structures to pulse pressure loading. Int J Impact Eng. 24:2000;759-777.
18. Martin JB.A note on the uniqueness of solutions for dynamically loaded rigid-plastic, rigid-viscoplastic continua. J Appl Mech 1966;207-209.
19. Langdon GS, Schleyer GK. Unusual strain rate sensitive behaviour of AISI 316L austenitic stainless steel. IMechE J Strain, in press.
20. Czjuko J. editor. Design of offshore facilities to resist gas explosion hazard: engineering handbook. Corrocean ASA, Oslo, Norway, 2001.
21. Langdon GS, Schleyer GK. Inelastic deformation and failure of profiled stainless steel blast walls. Part III: finite element simulations and overall summary. Int J Impact Eng, submitted for publication.