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subjective to large strain, high strain rates, and high pressure. The 14th International Symposium
on Ballistic, Quebec[C]. 1993: 591–600.
IMRAN I, PANTAZOPOULOU S J. Experimental study of plain concrete under triaxial stress[J].
ACI Structural Journal, 1996, 93(6): 589–601.
LANGBERG H, MARKESET G. High performance concrete-penetration resistance and material
development. Proceedings of the Ninth International Symposium on Interaction of the Effects of
Munitions with Structures, Berlin-Strausberg[C]. 1999: 933–941.
LAN S, GUO Z. Experimental investigation of multiaxial compressive strength of concrete under
different stress paths[J]. ACI Structural Journal, 1997, 94(5): 427–434.
LI Q, ANSARI F. Mechanics of damage and constitutive relationships for high-strength concrete
in triaxial compression[J]. Journal oF Engineering Mechanics, 1997, 125(1): 1–10.
LI Q, ANSARI F. High-strength concrete in triaxial compression by different size of specimens[J].
ACI Structural Journal, 2010, 97(6): 684–689.
LS-DYNA. Theoretical Manual[M]. Livermore Software Technology Corporation, Livermore,
USA, 1997.
LU X B, HSU C T T. Behavior of high strength concrete with and without steel fiber reinforcement
in triaxial compression[J]. Cement and Concrete Research, 2006, 36: 1679–1685.
MAALEJ M, QUEK S T, ZHANG J. Behavior of hybrid-fiber engineered cementitious composites subjected to dynamic tensile loading and projectile impact[J]. Journal of Materials in Civil
Engineering, 2005, 17(2): 143–152.
MÁCA P, SOVJÁK R, KONVALINKA P. Mix design of UHPFRC and its response to projectile
impact[J]. International Journal of Impact Engineering, 2010, 63(5): 158–163.
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: 847–873.
MALVAR L J, CRAWFORD J E, MORRILL K B. K&C concrete material model release IIIautomated generation of material model input[A]. Karagozian&Case Structural Engineers, 2000.
NAAMAN A E, HOMRICH J R. Tensile stress-strain properties of SIFCON[J]. ACI Materials
Journal, 1989, 86(3): 244–251.
NAAMAN A E, REINHARDT H W. Characterization of high performance fiber reinforced cement
composites- HPFRCC[M]. High performance fiber reinforced cement composites, 1996: vol. 2.
Ann Arbor 1–24.
NATARAJA M C, DHANG N, GUPTA A P. Stress-strain curves for steel-fiber reinforced concrete
under compression[J]. Cement and Concrete Research, 1999, 21: 383–390.
O’NEIL E F, NEELEY B D, CARGILE J D. Tensile properties of very-high-strength concrete for
penetration- resistant structures[J]. Shock and Vibration, 1999, 6(5): 237–245.
OTTOSEN N S. A failure criterion for concrete[J]. Journal of Engineering Mechanics, 1977, 103(4):
527–535.
PENG Y, WU H, FANG Q, LIU J Z, GONG Z M. Impact resistance of basalt aggregated UHPSFRC/fabric composite panel against small caliber arm[J]. International Journal of Impact
Engineering, 2016, 88: 201–213.
PETR M, RADOSLAV S, TOMÁŠ V. Experimental investigation of Mechanical properties of
UHPFRC[J]. Procedia Engineering, 2013, 65: 14–19.
PIOTROWSKA E, MALECOT Y, KE Y. Experimental investigation of the effect of coarse aggregate
shape and composition on concrete triaxial behavior[J]. Mechanics of Materials, 2014, 79: 45–57.
POON C S, SHUI Z H, LAM L. Compressive behavior of fiber reinforced high-performance concrete
subjected to elevated temperatures[J]. Cement and Concrete Research, 2004, 34(12): 2215–2222.
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.
RICHARD P, CHEYREZY M. Composition of reactive powder concrete[J]. Cement and Concrete
Research, 1995, 25(7): 1501–1511.
4 Triaxial Compressive Behavior of UHPCC …
HOLMQUIST T J, JOHNSON G R, COOK W H. A computational constitutive model for concrete
subjective to large strain, high strain rates, and high pressure. The 14th International Symposium
on Ballistic, Quebec[C]. 1993: 591–600.
IMRAN I, PANTAZOPOULOU S J. Experimental study of plain concrete under triaxial stress[J].
ACI Structural Journal, 1996, 93(6): 589–601.
LANGBERG H, MARKESET G. High performance concrete-penetration resistance and material
development. Proceedings of the Ninth International Symposium on Interaction of the Effects of
Munitions with Structures, Berlin-Strausberg[C]. 1999: 933–941.
LAN S, GUO Z. Experimental investigation of multiaxial compressive strength of concrete under
different stress paths[J]. ACI Structural Journal, 1997, 94(5): 427–434.
LI Q, ANSARI F. Mechanics of damage and constitutive relationships for high-strength concrete
in triaxial compression[J]. Journal oF Engineering Mechanics, 1997, 125(1): 1–10.
LI Q, ANSARI F. High-strength concrete in triaxial compression by different size of specimens[J].
ACI Structural Journal, 2010, 97(6): 684–689.
LS-DYNA. Theoretical Manual[M]. Livermore Software Technology Corporation, Livermore,
USA, 1997.
LU X B, HSU C T T. Behavior of high strength concrete with and without steel fiber reinforcement
in triaxial compression[J]. Cement and Concrete Research, 2006, 36: 1679–1685.
MAALEJ M, QUEK S T, ZHANG J. Behavior of hybrid-fiber engineered cementitious composites subjected to dynamic tensile loading and projectile impact[J]. Journal of Materials in Civil
Engineering, 2005, 17(2): 143–152.
MÁCA P, SOVJÁK R, KONVALINKA P. Mix design of UHPFRC and its response to projectile
impact[J]. International Journal of Impact Engineering, 2010, 63(5): 158–163.
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: 847–873.
MALVAR L J, CRAWFORD J E, MORRILL K B. K&C concrete material model release IIIautomated generation of material model input[A]. Karagozian&Case Structural Engineers, 2000.
NAAMAN A E, HOMRICH J R. Tensile stress-strain properties of SIFCON[J]. ACI Materials
Journal, 1989, 86(3): 244–251.
NAAMAN A E, REINHARDT H W. Characterization of high performance fiber reinforced cement
composites- HPFRCC[M]. High performance fiber reinforced cement composites, 1996: vol. 2.
Ann Arbor 1–24.
NATARAJA M C, DHANG N, GUPTA A P. Stress-strain curves for steel-fiber reinforced concrete
under compression[J]. Cement and Concrete Research, 1999, 21: 383–390.
O’NEIL E F, NEELEY B D, CARGILE J D. Tensile properties of very-high-strength concrete for
penetration- resistant structures[J]. Shock and Vibration, 1999, 6(5): 237–245.
OTTOSEN N S. A failure criterion for concrete[J]. Journal of Engineering Mechanics, 1977, 103(4):
527–535.
PENG Y, WU H, FANG Q, LIU J Z, GONG Z M. Impact resistance of basalt aggregated UHPSFRC/fabric composite panel against small caliber arm[J]. International Journal of Impact
Engineering, 2016, 88: 201–213.
PETR M, RADOSLAV S, TOMÁŠ V. Experimental investigation of Mechanical properties of
UHPFRC[J]. Procedia Engineering, 2013, 65: 14–19.
PIOTROWSKA E, MALECOT Y, KE Y. Experimental investigation of the effect of coarse aggregate
shape and composition on concrete triaxial behavior[J]. Mechanics of Materials, 2014, 79: 45–57.
POON C S, SHUI Z H, LAM L. Compressive behavior of fiber reinforced high-performance concrete
subjected to elevated temperatures[J]. Cement and Concrete Research, 2004, 34(12): 2215–2222.
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.
RICHARD P, CHEYREZY M. Composition of reactive powder concrete[J]. Cement and Concrete
Research, 1995, 25(7): 1501–1511.
