Experimental study and numerical simulation of the damage mode of a square reinforced concrete slab under close-in explosion
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Luccioni, 2004, Analysis of building collapse under blast loads, Eng Struct, 26, 63, 10.1016/j.engstruct.2003.08.011
Thompson D, Brown S, Mallonee S, Sunshine D. Fatal and non-fatal injuries among US Air Force personnel resulting from the terrorist bombing of the Khobar Towers. J Trauma-Inj Infect Crit Care 57(2): p. 208–15.
Osteraas, 2006, Murrah building bombing revisited: a qualitative assessment of blast damage and collapse patterns, J Perform Constr Facil, 20, 330, 10.1061/(ASCE)0887-3828(2006)20:4(330)
Islam, 2008, Performance of AASHTO girder bridges under blast loading, Eng Struct, 30, 1922, 10.1016/j.engstruct.2007.12.014
Wang, 2012, Experimental study on scaling the explosion resistance of a one-way square reinforced concrete slab under a close-in blast loading, Int J Impact Eng, 49, 158, 10.1016/j.ijimpeng.2012.03.010
Wang W, Zhang D, Lu FY. The influence of load pulse shape on pressure–impulse diagrams of one-way RC slabs. Struct Eng Mech. 42(3): p. 363–381.
Lu, 2007, Improving the blast resistance capacity of RC slabs with innovative composite materials, Compos Part B-Eng, 38, 523, 10.1016/j.compositesb.2006.06.015
Silva, 2009, Blast resistance capacity of reinforced concrete slabs, J Struct Eng-ASCE, 135, 708, 10.1061/(ASCE)ST.1943-541X.0000011
Ohkubo, 2008, Experimental study on the effectiveness of fiber sheet reinforcement on the explosive-resistant performance of concrete plates, Int J Impact Eng, 35, 1702, 10.1016/j.ijimpeng.2008.07.022
Wu, 2009, Blast testing of ultrahigh performance fiber concrete slabs and FRP retrofitted RC slabs, Eng Struct, 31, 2060, 10.1016/j.engstruct.2009.03.020
Mcvay MK. Spall damage of concrete structures. Technical Report SL 88–22. US Army Corps of Engineers Waterways Experiment Station; 1998.
Wu, 2009, Fragmentation from spallation of RC slabs due to airblast loads, Int J Impact Eng, 36, 1371, 10.1016/j.ijimpeng.2009.03.014
Nash, 1995, Spall damage to concrete walls from closein cased and uncased explosions in air, ACI Struct J, 92, 680
Rabczuk, 2004, Numerical analysis of high speed concrete fragmentation using a meshfree Lagrangian method, Eng Fract Mech, 71, 547, 10.1016/S0013-7944(03)00032-8
Rabczuk, 2003, Simulation of high velocity concrete fragmentation using SPH/MLSPH, Int J Numer Meth Eng, 56, 1421, 10.1002/nme.617
Xu, 2006, Numerical simulation study of spallation in reinforced concrete plates subjected to blast loading, Comput Struct, 84, 431, 10.1016/j.compstruc.2005.09.029
Zhou XQ, Hao H, Deeks AJ. Modeling dynamic damage of concrete slab under blast loading. In: Hao H, Lok TS, Lu GX, editors. Proceeding of the 6th Asia-Pacific conference on shock and impact loads on structures, December, Perth, WA, Australia; 2005. p. 703–10. ISBN: 981-05-3550-3.
Low, 2002, Reliability analysis of direct shear and flexural failure modes of RC slabs under explosive loading, Eng Struct, 24, 189, 10.1016/S0141-0296(01)00087-6
TM5-1300. Structures to resist the effect of accidental explosions. US Department of the Army, Navy and Air Force Technical Manual; 1990.
TM5-855. Design and analysis of hardened structures to conventional weapons effects. Department of Defense, UFC 3–340-01, USA; 2002.
Riedel W, Thoma K, Hiermaier S. Numerical analysis using a new macroscopic concrete model for hydrocodes. In: Proceedings of 9th international symposium on interaction of the effects of munitions with structures; 1999. p. 315–322.
AUTODYN. Theory Manual. Century Dynamics; 2006.
Tu, 2009, Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations, Int J Impact Eng, 36, 132, 10.1016/j.ijimpeng.2007.12.010
Johnson GR, Cook WH. A constitutive model and data for metals subjected to large strains, high strain rates and high temperatures. In: Proceedings of the seventh international symposium on ballistics; April 1983. The Hague, The Netherlands. p. 541–548.