Design Recommendation for Steel Beams Subject to Impact Load to Prevent Brittle Fracture
Keywords:
Structural behaviour, Impact scenario, High strain rate, Joint rotation and Dynamic load.Abstract
Recent catastrophic events, involving the accidental loading of structures caused either intentionally for example aircraft crashes on structures, blast loadings, or unintentionally due to object impact, gas explosions etc, has changed our view from something connected to the stage of war to a much more domestic scene. This makes it imperative to study the response of structural elements under such accidental loading conditions in an attempt to assess structures vulnerability and characteristic performance. The study presented in this paper investigates the response of steel beams under impact loads by using the energy principles in assessing the capacity of the steel beam to absorb impact energy in deflecting before fracture ensues. In addition, the point at which the ductile material is considered to have failed was also examined, in an attempt to give safety recommendations to steel structures under impact. This study also looks at the evaluation of dynamic loads, different impact scenarios, behaviour of steel material at high strain rates (i.e. dynamic increase factor DIF) as well as influence of joint rotation on failure. The findings from this study show that the maximum strain energy beyond which the beam is considered to have failed is largely influenced by joint rotation.
References
Arias, A.; JA. Rodriguez-Martinez, and A. Rusknek. (2008). Numerical simulations of impact behaviour of thin steel plates subject to cylindrical conical and hemispherical non-deformable projectiles. Eng. Fract. Mech. , 6(75): 1635-56.
Baker, J. F. (1948). The design of war time structures. The Civil Engineer in war, Inst of Civil Engrs, 3: 30-52.
B∅rvik, T.; O. S. Hopperstad, M. Langseht, and K. A. Malo. (2003). Effect of Target Thickness in Blunt Projectile Penetration of Weldox 460E Steel Plates. Int. J. Impact Eng., 4(28): 413-464.
B∅rvik, T.; L. Olovsson, A. G. Hanssen, K. P. Dharmasena, H. Hansson, and H. N. G. Wadley. (2011). A discrete particle approach to simulate the combined effect of blast and sand impact loading of steel plates. Journal of the Mechanics and Physics of solids, 59(5): 940-958.
Chen, X. and Li, Q. M. (2003). Plugging and perforation of ductile circular plates struct by a blunt projectile. Int. J. Impact Eng. , 5(28): 513-536.
Corbett, G. G.; S. R. Reid and W. Johnson. (1996). The impact loading of plates by free flying projectiles: A review. Int. J. Impact Eng., 2/18: 141-230.
Dey, S.; T. B∅rvik, O. S. Hopperstad, J. R. Leinum, and M. Langseht. (2004). The effect of target strenght on the perforation of steel plates uing three different nose shapes. Int. J. Impact Eng., 30: 1005-1038.
Gardner, L. and Nethercot, A. D. (2005). Designers’ guide to EN 1993-1-1: eurocode3: design of steel structures: general rules and rules for buildings. Thomas Telford Publishing, London.
Gulvanessian, H. and Holichy, M. (1996). Designers Handbook to Eurocode 1 Part: 7 Basics of design. Thomas Telford Publishing, London.
Janiszewski, J.; M. Grazka, D. E. Tria, Z. Surma, and B. Fikus. (2015). Laboratory Investigations on Perforation of 30PM Steel Plates. Problems of Mechatronics Armament, Aviation, and Safety Engineering, 2(24): 19-40.
Johnson, W. (1972). Impact strength of materials. Edward Arnold Publishers, London.
Jones, N. (1984). In structural impact and crash worthiness. In Davies, G.A.O (ed) Elsevier Applied Science, 1: 45-47.
Li, Q. M.; S. R. Reid, H. M. Wen and A. R. Telford. (2005). Local Impact Effects of Hard Missile on Concrete Targets. International Journal of Impact Engineering, 32: 224-284.
Mughal, M. A.; S. J. Smith and A. C. Roberts. (1994). Design Guide for Structures Subject to Impulse and Impactive Loads.
Shen, W. Q. and Jones, N. (1993). Dynamic response and failure of fully clamped circular plates under impulsive loading. Int. J. Impact Eng., 13 (2): 259-278.
Shen, W. Q. and Jones, N. (1993). Dynamic Plastic Response and Failure of Clamped Beam Struck Transversely by a Mass. Int. J. Solids Structures Vol. 30 (12): 1631-1648.
Takanshi, K.; K. Morita, T. Suzuki and T. Ishil. (2000). Design Scheme of Steel Connections for Preventing Brittle Fracture. 12 WCEE
United States Department of Defense. (1964). The Effects of Nuclear Weapons. Revised Edition Reprinted February 1964, America: United States Atomic Energy Commission.
Voyiadjis, G. Z.; B. Deliktas, and N. A. Palazotlo. (2009). Thermodynamically consistent coupled viscoplastic damage model for perforation and penetration in metal matrix composite material. Elseiver, part B (40): 427-433.
Wessman, H. E. and Rose, W. A. (1942). Aerial Bombardment Protection. John Wiley and Sons, Inc. New York.
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