1 |
ASCE (1999) Structural Design for Physical Security, State of the Practice, pp. 4-1-4-48.
|
2 |
Bulson, P.S. (1997) Explosive Loading of Engineering Structrures, E&FNSPON.
|
3 |
Century Dynamics (2007) AUTODYN User Manuals, Version 11.
|
4 |
Gebbekn, N. and Ruppert, M. (1999) On the safety and reliability of high dynamic hydrocode simulations, International Journal for Numerical Methods in Engineering, Vol. 46, pp. 839-851.
DOI
ScienceOn
|
5 |
Heinstein, M.W., Mello, F.J., Attaway, S.W., and Laursen, T.A. (2000) Contact-impact modeling in explicit transient dynamics, Computer Methods in Applied Mechanics and Engineering, Vol. 187, pp. 621-640.
DOI
ScienceOn
|
6 |
Johnson, G.R. and Cook W.H. (1983) A Constitutive modeling and data for metals subjected to large strain rates and high temperatures, Proceedings of 7th international symposium on ballistics, pp. 541-577.
|
7 |
Leppanen, J. (2004) Concrete Structures Subjected to Fragment Impacts, Department of Structural Engineering Concrete Structures, Chalmers university of technology, Goteborg, Sweden.
|
8 |
Liu, G.R. and Liu, M.B. (2005) Smoothed Particle Hydrodynamicsa meshfree particle method, WorldScientific.
|
9 |
Meuric, O.F.J., Sheridan, J., Ocarroll, C., Clegg, R.A. and Hayhurst, C.J. (2001) Numerical Prediction of Penetration into Reinforced Concrete using a Combined Grid based and Meshless lagrange approach, 10th Int. Symp., On Interaction of the Effects of Munitions with Structures, California.
|
10 |
Morishita, M., Tanaka, H., Ando, T. and Hagiya, H. (2004) Effects of concrete strength and reinforcing clear distance on the damage of reinforced concrete slabs subjected to contact detonations, Concrete Research and Technology, Vol. 15, No. 2, pp. 89-98.
DOI
|
11 |
Ngo, T., Mendis, P., Gupta, A., and Ramsay, J. (2007) Blast loading and blast effects on structures-An overview, EJSE Special Issue: Loading on structures, pp. 76-91.
|
12 |
Nystrom, U. (2008) Concrete structures subjected to blast and fragment impacts, Department of Structural Engineering Concrete Structures, Chalmers university of technology, Goteborg, Sweden.
|
13 |
Pope, D.J. and Tyas, A. (2002) Response prediction of steel reinforced concrete panels exposed to near field explosive loading using simplified hydrocode models, 1st Asia-Pacific Conference on Protection of Structures against Hazards, Singapore.
|
14 |
von Neumann, J. and Richtmyer, R.D. (1950) A method for the numerical calculation of hydrodynamic shock, Journal of Applied Physics, Vol. 21, pp. 232-237.
DOI
|
15 |
Quan, X., Binbaum, N.K. Cowler, M.S., Gerber, B.I., Clegg, R.A., and Hayhurst, C.J. (2003) Numerical simulation of structure deformation under shock and impact loads using a coupled multi-solver approach, 5th Asia-Pacific Conference on Shock and Impact Load on Structures, China.
|
16 |
Smith, P.D. and Hetherington, J.G. (1994) Blast and Ballistic Loading of Structures, Butterworth-Heinemann, Oxford.
|
17 |
TM5-1300/AFM 88-22/NAVFAC P-397 (1990) Structures to Resist the effect of Accidental Explosions, Joint Departments of the Army, Air Force and Navy Washington, DC.
|