268
8 Response of UHPCC-FST Subjected to Low-Velocity Impact
HAN L H, HOU C C, ZHAO X L, RASMUSSEN K J R. Behaviour of high-strength concrete filled
steel tubes under transverse impact loading[J]. Journal of Constructional Steel Research, 2014,
92: 25-39.
JOHNSON G R, COOK W H. A constitutive model and data for metals subjected to large strains,
high strain rates and high temperatures. Proceedings of the 7th international symposium on
ballistics, Hague, Netherlands[C]. 1983: 541–547.
KARLSSON SORENSEN INC. HIBBITT. ABAQUS/Explicit User’s Manual[M]. New York:
Rhode Island, 2005.
LSTC.LS-DYNA Keyword User’s Manual[M]. Livermore Software Technology Corporation, 2014.
LU Y, ZHANG L. Analysis of failure of a bridge foundation under rock impact[J]. Acta Geotechnica,
2012, 7: 57-68.
MADURAPPERUMA M A K M, WIJEYEWICKREMA A C. Response of reinforced concrete
columns impacted by tsunami dispersed 20 and 40 shipping containers[J]. Engineering
Structures, 2013, 56: 1631-1644.
MAGALLANES J M, WU Y, MALVAR L J, CRAWFORD J E. Recent developments to release III
of the K&C concrete model. In proceedings of the 11th international LS-DYNA user’s conference
2010. Dearborn, MI[C]. 2010.
MALVAR L J, CRAWFORD J E, WESEVICH J W, SIMONS D. A plasticity concrete material
model for DYNA3D[J]. International Journal of Impact Engineering, 1997, 19(9): 847-873.
MALVAR L J, CRAWFORD J E, MORRILL K B. K&C concrete material model release IIIautomated generation of material model input[R]. Karagozian and Case Structural Engineers,
2000. Technical Report TR-99–24.3.
MALVAR L J, SIMONS D. Concrete material modeling in explicit computations. Proceedings,
Workshop on Recent Advances in Computational Structural Dynamics and High Performance
Computing, USAE Waterways Experiment Station, Vicksburg, MS[C]. 1996: 165–194.
MARSH S P. LASL shock Hugoniot data[M]. California: University of California Press, 1980.
REMENNIKOV A M, KONG S Y, UY B. Response of foam- and concrete-filled square steel tubes
under low-velocity impact loading[J]. Journal of Performance of Constructed Facilities, 2011,
25(5): 373-381.
REN G M, WU H, FANG Q, LIU J Z, GONG Z M. Triaxial compressive behavior of UHPCC
and applications in the projectile impact analyses[J]. Construction and Building Materials, 2016,
113: 1-14.
REN G M, WU H, FANG Q, LIU J Z. Effects of steel fiber content and type on static mechanical
properties of UHPCC[J]. Construction and Building Materials, 2018, 163: 826-839.
REN G M, WU H, FANG Q, LIU J Z. Effects of steel fiber content and type on dynamic compressive
mechanical properties of UHPCC[J]. Construction and Building Materials, 2018, 164: 29-43.
SHA Y, HAO H. Laboratory tests and numerical simulations of barge impact on circular reinforced
concrete piers[J]. Engineering Structures, 2013, 46: 593-605.
STOUFFER D C, DAME L T. Inelastic deformation of metals: models, mechanical properties, and
metallurgy[M]. New York: John Wiley and Sons, 1996: 520.
THILAKARATHNA H M I, THAMBIRATNAM D P, DHANASEKAR M, PERERA N. Numerical simulation of axially loaded concrete columns under transverse impact and vulnerability
assessment[J]. International Journal of Impact Engineering, 2010, 37: 1100-1112.
TU Z, LU Y. Evaluation of typical concrete material models used in hydrocodes for high dynamic
response simulations[J]. International Journal of Impact Engineering, 2009, 36(1): 132-146.
UY B. Concrete-filled fabricated steel box columns for multistory buildings: behaviour and
design[J]. Progress in Structural Engineering and Materials, 1998, 1(2): 150-158.
WANG R, HAN L H, HOU C C. Behavior of concrete filled steel tubular (CFST) members under
lateral impact: Experiment and FEA model[J]. Journal of Constructional Steel Research, 2013,
80: 188-201.
WANG R, HAN L H, TAO Z. Behavior of FRP-concrete-steel double skin tubular members under
lateral impact: Experimental study[J]. Thin-Walled Structures, 2015, 95: 363-373.
8 Response of UHPCC-FST Subjected to Low-Velocity Impact
HAN L H, HOU C C, ZHAO X L, RASMUSSEN K J R. Behaviour of high-strength concrete filled
steel tubes under transverse impact loading[J]. Journal of Constructional Steel Research, 2014,
92: 25-39.
JOHNSON G R, COOK W H. A constitutive model and data for metals subjected to large strains,
high strain rates and high temperatures. Proceedings of the 7th international symposium on
ballistics, Hague, Netherlands[C]. 1983: 541–547.
KARLSSON SORENSEN INC. HIBBITT. ABAQUS/Explicit User’s Manual[M]. New York:
Rhode Island, 2005.
LSTC.LS-DYNA Keyword User’s Manual[M]. Livermore Software Technology Corporation, 2014.
LU Y, ZHANG L. Analysis of failure of a bridge foundation under rock impact[J]. Acta Geotechnica,
2012, 7: 57-68.
MADURAPPERUMA M A K M, WIJEYEWICKREMA A C. Response of reinforced concrete
columns impacted by tsunami dispersed 20 and 40 shipping containers[J]. Engineering
Structures, 2013, 56: 1631-1644.
MAGALLANES J M, WU Y, MALVAR L J, CRAWFORD J E. Recent developments to release III
of the K&C concrete model. In proceedings of the 11th international LS-DYNA user’s conference
2010. Dearborn, MI[C]. 2010.
MALVAR L J, CRAWFORD J E, WESEVICH J W, SIMONS D. A plasticity concrete material
model for DYNA3D[J]. International Journal of Impact Engineering, 1997, 19(9): 847-873.
MALVAR L J, CRAWFORD J E, MORRILL K B. K&C concrete material model release IIIautomated generation of material model input[R]. Karagozian and Case Structural Engineers,
2000. Technical Report TR-99–24.3.
MALVAR L J, SIMONS D. Concrete material modeling in explicit computations. Proceedings,
Workshop on Recent Advances in Computational Structural Dynamics and High Performance
Computing, USAE Waterways Experiment Station, Vicksburg, MS[C]. 1996: 165–194.
MARSH S P. LASL shock Hugoniot data[M]. California: University of California Press, 1980.
REMENNIKOV A M, KONG S Y, UY B. Response of foam- and concrete-filled square steel tubes
under low-velocity impact loading[J]. Journal of Performance of Constructed Facilities, 2011,
25(5): 373-381.
REN G M, WU H, FANG Q, LIU J Z, GONG Z M. Triaxial compressive behavior of UHPCC
and applications in the projectile impact analyses[J]. Construction and Building Materials, 2016,
113: 1-14.
REN G M, WU H, FANG Q, LIU J Z. Effects of steel fiber content and type on static mechanical
properties of UHPCC[J]. Construction and Building Materials, 2018, 163: 826-839.
REN G M, WU H, FANG Q, LIU J Z. Effects of steel fiber content and type on dynamic compressive
mechanical properties of UHPCC[J]. Construction and Building Materials, 2018, 164: 29-43.
SHA Y, HAO H. Laboratory tests and numerical simulations of barge impact on circular reinforced
concrete piers[J]. Engineering Structures, 2013, 46: 593-605.
STOUFFER D C, DAME L T. Inelastic deformation of metals: models, mechanical properties, and
metallurgy[M]. New York: John Wiley and Sons, 1996: 520.
THILAKARATHNA H M I, THAMBIRATNAM D P, DHANASEKAR M, PERERA N. Numerical simulation of axially loaded concrete columns under transverse impact and vulnerability
assessment[J]. International Journal of Impact Engineering, 2010, 37: 1100-1112.
TU Z, LU Y. Evaluation of typical concrete material models used in hydrocodes for high dynamic
response simulations[J]. International Journal of Impact Engineering, 2009, 36(1): 132-146.
UY B. Concrete-filled fabricated steel box columns for multistory buildings: behaviour and
design[J]. Progress in Structural Engineering and Materials, 1998, 1(2): 150-158.
WANG R, HAN L H, HOU C C. Behavior of concrete filled steel tubular (CFST) members under
lateral impact: Experiment and FEA model[J]. Journal of Constructional Steel Research, 2013,
80: 188-201.
WANG R, HAN L H, TAO Z. Behavior of FRP-concrete-steel double skin tubular members under
lateral impact: Experimental study[J]. Thin-Walled Structures, 2015, 95: 363-373.