| [1] |
XU H, WEN H M.A computational constitutive model for concrete subjected to dynamic loadings[J].International Journal of Impact Engineering, 2016, 91:116-125. doi: 10.1016/j.ijimpeng.2016.01.003 |
| [2] |
XU H, WEN H M.Semi-empirical equations for the dynamic strength enhancement of concrete-like materials[J].International Journal of Impact Engineering, 2013, 60:76-81. doi: 10.1016/j.ijimpeng.2013.04.005 |
| [3] |
|
| [4] |
GROTE D L, PARK S W, ZHOU M.Dynamic behavior of concrete at high strain rates and pressures:Ⅰ.experimental characterization[J].International Journal of Impact Engineering, 2001, 25(9):869-886. doi: 10.1016/S0734-743X(01)00020-3 |
| [5] |
LI Q M, LU Y B, MENG H.Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests.Part Ⅱ:numerical simulations[J].International Journal of Impact Engineering, 2009, 36(12):1335-1345. doi: 10.1016/j.ijimpeng.2009.04.010 |
| [6] |
HAO H, TARASOV B G.Experimental study of dynamic material properties of clay brick and mortar at different strain rates[J].Australian Journal of Structural Engineering, 2008, 8(2):117-132. doi: 10.1080/13287982.2008.11464992 |
| [7] |
BISCHOFF P H, PERRY S H.Compressive behaviour of concrete at high strain rates[J].Materials & Structures, 1991, 24(6):425-450. doi: 10.1007/BF02472016 |
| [8] |
TEDESCO J W, ROSS C A.Strain-rate-dependent constitutive equations for concrete[J].Journal of Pressure Vessel Technology, 1998, 120(4):398-405. doi: 10.1115/1.2842350 |
| [9] |
ZHOU X Q, HAO H.Mesoscale modelling and analysis of damage and fragmentation of concrete slab under contact detonation[J].International Journal of Impact Engineering, 2009, 36(12):1315-1326. doi: 10.1016/j.ijimpeng.2009.02.010 |
| [10] |
|
| [11] |
HAO H, HAO Y, LI Z X. A numerical study of factors influencing high-speed impact tests of concrete material properties[C]//Proceedings of the 8th International Conference on Shock and Impact Loads on Structures. Adelaide: CI-Premier Pte Ltd, 2009: 37-52.
|
| [12] |
ZHANG M, WU H J, LI Q M, et al.Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests.Part Ⅰ:experiments[J].International Journal of Impact Engineering, 2009, 36(12):1327-1334. doi: 10.1016/j.ijimpeng.2009.04.009 |
| [13] |
FORRESTAL M J, WRIGHT T W, CHEN W.The effect of radial inertia on brittle samples during the split Hopkinson pressure bar test[J].International Journal of Impact Engineering, 2007, 34(3):405-411. doi: 10.1016/j.ijimpeng.2005.12.001 |
| [14] |
ZHANG M, LI Q M, HUANG F L, et al.Inertia-induced radial confinement in an elastic tubular specimen subjected to axial strain acceleration[J].International Journal of Impact Engineering, 2010, 37(4):459-464. doi: 10.1016/j.ijimpeng.2009.09.009 |
| [15] |
HAO Y, HAO H, LI Z X.Numerical analysis of lateral inertial confinement effects on impact test of concrete compressive material properties[J].International Journal of Protective Structures, 2010, 1:145-168. doi: 10.1260/2041-4196.1.1.145 |
| [16] |
LI Q M, MENG H.About the dynamic strength enhancement of concrete-like materials in a split Hopkinson pressure bar test[J].International Journal of Solids and Structures, 2003, 40(2):343-360. doi: 10.1016/S0020-7683(02)00526-7 |
| [17] |
HERRMANN W.Constitutive equation for the dynamic compaction of ductile porous materials[J].Journal of Applied Physics, 1969, 40(6):2490-2499. doi: 10.1063/1.1658021 |
| [18] |
HORDIJK D A. Local approach to fatigue of concrete[D]. Delft: Delft University of Technology, 1991.
|
| [19] |
|
| [20] |
HARTMANN T, PIETZSCH A, GEBBEKEN N.A hydrocode material model for concrete[J].International Journal of Protective Structures, 2010, 1(4):443-468. doi: 10.1260/2041-4196.1.4.443 |
| [21] |
WILLAM K J, WARNKE E P.Constitutive model for the triaxial behavior of concrete[J].Proceedings of International Association for Bridge and Structural Engineering, 1975, 19(1):1-30. http://www.docin.com/p-466143542.html |
| [22] |
HAO Y, HAO H, LI Z X.Influence of end friction confinement on impact tests of concrete material at high strain rate[J].International Journal of Impact Engineering, 2013, 60:82-106. doi: 10.1016/j.ijimpeng.2013.04.008 |
| [23] |
LI Q M, LU Y B, MENG H.Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests.Part Ⅱ:numerical simulations[J].International Journal of Impact Engineering, 2009, 36(12):1335-1345. doi: 10.1016/j.ijimpeng.2009.04.010 |
DownLoad:
