4.6 Summary
101
successfully, and the normalized peak axial strain increases linearly with the
confinement ratio;
4. Willam-Warnke and Power-law failure criteria show excellent predictions of
triaxial compressive strength envelop of HSC, e.g. UHPCC, SIFCON, the
influences of strength, size, and compositions of specimen were not pronounced;
5. The dominant strength parameters of HJC constitutive model for HSC were
calibrated and validated by comparing the numerical results with eleven sets of
high-speed projectile impact tests.
References
ANSARI F, LI Q. High-strength concrete subjected to triaxial compression[J]. ACI Materials
Journal, 1998, 95(6): 747–755.
ATTARD M M, SETUNGE S. Stress-strain relationship of confined and unconfined concrete[J].
ACI Materials Journal, 1996, 93(5): 432–441.
CANDAPPA D C, SANJAYAN J G, SETUNGE S. Complete triaxial stress-strain curves of highstrength concrete[J]. Journal of Materials in Civil Engineering, 2001, 13(13): 209–215.
CHEN D C. Plasticity in reinforced concrete[M]. McGraw-Hill Book Company New York, USA,
1982.
CHERN J C, YANG H J, CHEN H W. Behavior of steel fiber reinforced concrete in multiaxial
loading[J]. ACI Materials Journal, 1992, 89(1): 32–40.
DANCYGIER A N, YANKELEVSKY D Z, HAEGERMANN C. Response of high performance concrete plates to impact of non-deforming projectiles[J]. International Journal of Impact
Engineering, 2007, 34(11): 1768–1779.
DANCYGIER A N, KATZ A, BENAMOU D, YANKELEVSKY D Z. Resistance of double-layer
reinforced HPC barriers to projectile impact[J]. International Journal of Impact Engineering.
2014, 67: 39–51.
ETSE G, WILLAM K. Fracture energy formulation for inelastic behavior of plain concrete[J].
Journal of Engineering Mechanics, 1994, 120(9): 1983–2011.
FANELLA D A, NAAMAN A E. Stress-strain properties of fiber reinforced mortar in compression[J]. Journal of the American Concrete Institute, 1985, 82(4): 475–483.
FANG Q, KONG X Z, WU H, GONG Z M. Determination of Holmquist-Johnson-Cook constitutive
model parameters of rock[J]. Engineering Mechanics, 2014, 31(3): 197–204. (in Chinese).
FARNAM Y, MOOSAVI M, SHEKARCHI M, BABANAJAD S K, BAGHERZADEH A. Behaviour
of slurry infiltrated fibre concrete (SIFCON) under triaxial compression[J]. Cement and Concrete
Research, 2010, 40: 1571–1581.
FREW D J, FORRESTAL M J, HANCHAK S J. Penetration experiments with limestone targets
and ogive-nose steel projectiles[J]. Journal of Applied Mechanics, 2000, 67(4): 841–845.
GB175–2007. Common Portland cement[S]. National Standard of the People’s Republic of China,
2008.
GIRGIN Z C, ANOGLU N, ANOGLU E. Evaluation of strength criteria for very-high-strength
concretes under triaxial compression[J]. ACI Structural Journal, 2007, 104(3): 277–283.
GRAYBEAL B A. Material property characterization of ultra-high performance concrete: FHWAHRT-06-103[R]. VA: U.S. Department of Transportation Federal highway Adminstration, 2006:
1–186.
HANCHAK S J, FORRESTAL M J, YOUNG E R, EHRGOTT J Q. Perforation of concrete slabs
with 48MPa (7ksi) and 140MPa (20ksi) unconfined compressive strength[J]. International Journal
of Impact Engineering, 1992, 12(1): 1–7.
101
successfully, and the normalized peak axial strain increases linearly with the
confinement ratio;
4. Willam-Warnke and Power-law failure criteria show excellent predictions of
triaxial compressive strength envelop of HSC, e.g. UHPCC, SIFCON, the
influences of strength, size, and compositions of specimen were not pronounced;
5. The dominant strength parameters of HJC constitutive model for HSC were
calibrated and validated by comparing the numerical results with eleven sets of
high-speed projectile impact tests.
References
ANSARI F, LI Q. High-strength concrete subjected to triaxial compression[J]. ACI Materials
Journal, 1998, 95(6): 747–755.
ATTARD M M, SETUNGE S. Stress-strain relationship of confined and unconfined concrete[J].
ACI Materials Journal, 1996, 93(5): 432–441.
CANDAPPA D C, SANJAYAN J G, SETUNGE S. Complete triaxial stress-strain curves of highstrength concrete[J]. Journal of Materials in Civil Engineering, 2001, 13(13): 209–215.
CHEN D C. Plasticity in reinforced concrete[M]. McGraw-Hill Book Company New York, USA,
1982.
CHERN J C, YANG H J, CHEN H W. Behavior of steel fiber reinforced concrete in multiaxial
loading[J]. ACI Materials Journal, 1992, 89(1): 32–40.
DANCYGIER A N, YANKELEVSKY D Z, HAEGERMANN C. Response of high performance concrete plates to impact of non-deforming projectiles[J]. International Journal of Impact
Engineering, 2007, 34(11): 1768–1779.
DANCYGIER A N, KATZ A, BENAMOU D, YANKELEVSKY D Z. Resistance of double-layer
reinforced HPC barriers to projectile impact[J]. International Journal of Impact Engineering.
2014, 67: 39–51.
ETSE G, WILLAM K. Fracture energy formulation for inelastic behavior of plain concrete[J].
Journal of Engineering Mechanics, 1994, 120(9): 1983–2011.
FANELLA D A, NAAMAN A E. Stress-strain properties of fiber reinforced mortar in compression[J]. Journal of the American Concrete Institute, 1985, 82(4): 475–483.
FANG Q, KONG X Z, WU H, GONG Z M. Determination of Holmquist-Johnson-Cook constitutive
model parameters of rock[J]. Engineering Mechanics, 2014, 31(3): 197–204. (in Chinese).
FARNAM Y, MOOSAVI M, SHEKARCHI M, BABANAJAD S K, BAGHERZADEH A. Behaviour
of slurry infiltrated fibre concrete (SIFCON) under triaxial compression[J]. Cement and Concrete
Research, 2010, 40: 1571–1581.
FREW D J, FORRESTAL M J, HANCHAK S J. Penetration experiments with limestone targets
and ogive-nose steel projectiles[J]. Journal of Applied Mechanics, 2000, 67(4): 841–845.
GB175–2007. Common Portland cement[S]. National Standard of the People’s Republic of China,
2008.
GIRGIN Z C, ANOGLU N, ANOGLU E. Evaluation of strength criteria for very-high-strength
concretes under triaxial compression[J]. ACI Structural Journal, 2007, 104(3): 277–283.
GRAYBEAL B A. Material property characterization of ultra-high performance concrete: FHWAHRT-06-103[R]. VA: U.S. Department of Transportation Federal highway Adminstration, 2006:
1–186.
HANCHAK S J, FORRESTAL M J, YOUNG E R, EHRGOTT J Q. Perforation of concrete slabs
with 48MPa (7ksi) and 140MPa (20ksi) unconfined compressive strength[J]. International Journal
of Impact Engineering, 1992, 12(1): 1–7.