2Johanson M. Structural behaviour in concrete frame comers of civil defence shelter, non - liner finit element analyses and experi ments [ D ]. Goteborg, Sweden: Depart ment of Struetural Engineering, Chalmers University of Technology ,2000.
1Chen XW, Li QM. Deep penetration of a non-deformable projectile with different geometrical characteristics. Int J Impact Engng, 2002, 27(6): 619-637.
2Li QM, Chen XW. Dimensionless formulae for penetration depth of concrete target impacted by a Non-Deformable Projectile. Int J Impact Engng, 2003, 28(1): 93-116.
3Silling SA,Forrestal MJ. Mass loss from abrasion on ogivenose steel projectiles that penetrate concrete targets. InS J Impact Engng, 2007,34:1814-1820.
4Klepaczko JR, Hughes ML. Scaling of wear in kinetic energy penetrators. Int J Impact Engng, 2005, 31:435-459.
5Beissel SR, JohnsOn GR. A three-dimensional abrasion algorithm for projectile mass loss during penetration. Int J Impact Engng, 2002, 27:771-789.
6Beissel SR, Johnson GR. An abrasion algorithm for projectile mass loss during penetration, lnt J Impact Engng, 2000, 24:103-116.
7Jones SE, Hughes ML, Toness OAt et M. A one-dimensional analysis of rigid-body penetration with high-speed friction. J Mech Eng Sci Proc Inst Mech Eng, 2003, 217:411-422.
8Jones SE, Foster JC, Toness OA, et al. An estimate for mass loss from high velocity steel penetrators. In: Moody F J, editor. Proceedings of the ASME PVP-435 Conference on Thermal-Hydraulic Problems, Sloshing Phenomena, and Extreme Loads on Structures. New York: ASME, 2002. 227-237.
9Jones SE, Toness OA, Jerome DM, et al. Normal penetration of semi-infinite targets by ogive-nose projectiles, including the effects of blunting and erosion. In: Proceedings of the ASME PVP-421 Conference on Thermal Hydraulics, Liquid Sloshing, Extreme Loads and Structural Response-2001. New York: ASME, 2001. 53-59.
10Davis RN, Neely AM, Jones SE. Mass loss and blunting during high-speed penetration. J Mech Eng Sci Proc Inst Mech Eng, 2004. 218:1053-1062.