504
14 Constitutive Modelling of UHPCC Material Under Impact …
TRAN N T, TRAN Y K, KIM D J. High rate response of ultra-high-performance fiber-reinforced
concretes under direct tension[J]. Cement and Concrete Research, 2015, 69: 72–87.
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.
TU Z, LU Y. Modifications of RHT material model for improved numerical simulation of dynamic
response of concrete[J]. International Journal of Impact Engineering, 2010, 37(10): 1072–1082.
VERMA M, PREM P R, RAJASANKAR J, BHARATKUMA B H. On low-energy impact response
of ultra-high performance concrete (UHPC) panels[J]. Materials & Design, 2016, 92: 853–865.
WANG Z G, WU H, WU J, FANG Q. Experimental study on the residual seismic resistance of
ultra high performance cementitious composite filled steel tube (UHPCC-FST) after contact
explosion[J]. Thin-Walled Structures, 2020, 154: 106852.
WEERHEIJM J, VAN DOORMAAL J C A M. Tensile failure of concrete at high loading rates:
new test data on strength and fracture energy from instrumented spalling tests[J]. International
Journal of Impact Engineering, 2007, 34(3): 609–626.
WILLE K, EL-TAWIL S, NAAMAN A E. Properties of strain hardening ultra high performance fiber
reinforced concrete (UHP-FRC) under direct tensile loading[J]. Cement & Concrete Composites,
2014, 48: 53–66.
WILLE K, XU M, EL-TAWIL S, NAAMAN A E. Dynamic impact factors of strain hardening
UHP-FRC under direct tensile loading at low strain rates[J]. Materials and Structures, 2016,
49(4): 1351–1365.
WU C, OEHLERS D J, REBENTROST M, LEACH J, WHITTAKER A S. Blast testing of ultrahigh performance fibre and FRP-retrofitted concrete slabs[J]. Engineering Structures, 2009, 31(9):
2060–2069.
WU H, PENG Y L, FANG Q. Experimental and numerical study of ultra-high performance
cementitious composites filled steel tube (UHPCC-FST) subjected to close-range explosion[J].
International Journal of Impact Engineering, 2020, 141: 103569.
WU H, REN G M, FANG Q, LIU J Z. Effects of steel fiber content and type on dynamic tensile
mechanical properties of UHPCC[J]. Construction and Building Materials, 2018, 173: 251–261.
WU H, REN G M, FANG Q, LIU J Z. Response of ultra-high performance cementitious composites
filled steel tube (UHPCC-FST) subjected to low-velocity impact[J]. Thin-Walled Structures,
2019, 144: 106341.
WU Y C, CRAWFORD J E, MAGALLANES J M. Performance of LS-DYNA concrete constitutive
models. 12th International LS-DYNA Users Conference, Detroit[C]. 2012.
XU M, WILLE K. Calibration of K&C concrete model for UHPC in LS-DYNA[J]. Advanced
Materials Research, 2014, 1081: 254–259.
XU S C, WU P T, WU C Q. Calibration of KCC concrete model for UHPC against low-velocity[J].
International Journal of Impact Engineering, 2020, 144: 103648.
ZHANG F R, WU C Q, ZHAO X L, XIANG H B, LI Z X, FANG Q, LIU Z X, ZHANG Y D,
HEIDARPOUR A, PACKER J A. Experimental study of CFDST columns infilled with UHPC
under close-range blast loading[J]. International Journal of Impact Engineering, 2016, 93: 184–
195.
14 Constitutive Modelling of UHPCC Material Under Impact …
TRAN N T, TRAN Y K, KIM D J. High rate response of ultra-high-performance fiber-reinforced
concretes under direct tension[J]. Cement and Concrete Research, 2015, 69: 72–87.
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.
TU Z, LU Y. Modifications of RHT material model for improved numerical simulation of dynamic
response of concrete[J]. International Journal of Impact Engineering, 2010, 37(10): 1072–1082.
VERMA M, PREM P R, RAJASANKAR J, BHARATKUMA B H. On low-energy impact response
of ultra-high performance concrete (UHPC) panels[J]. Materials & Design, 2016, 92: 853–865.
WANG Z G, WU H, WU J, FANG Q. Experimental study on the residual seismic resistance of
ultra high performance cementitious composite filled steel tube (UHPCC-FST) after contact
explosion[J]. Thin-Walled Structures, 2020, 154: 106852.
WEERHEIJM J, VAN DOORMAAL J C A M. Tensile failure of concrete at high loading rates:
new test data on strength and fracture energy from instrumented spalling tests[J]. International
Journal of Impact Engineering, 2007, 34(3): 609–626.
WILLE K, EL-TAWIL S, NAAMAN A E. Properties of strain hardening ultra high performance fiber
reinforced concrete (UHP-FRC) under direct tensile loading[J]. Cement & Concrete Composites,
2014, 48: 53–66.
WILLE K, XU M, EL-TAWIL S, NAAMAN A E. Dynamic impact factors of strain hardening
UHP-FRC under direct tensile loading at low strain rates[J]. Materials and Structures, 2016,
49(4): 1351–1365.
WU C, OEHLERS D J, REBENTROST M, LEACH J, WHITTAKER A S. Blast testing of ultrahigh performance fibre and FRP-retrofitted concrete slabs[J]. Engineering Structures, 2009, 31(9):
2060–2069.
WU H, PENG Y L, FANG Q. Experimental and numerical study of ultra-high performance
cementitious composites filled steel tube (UHPCC-FST) subjected to close-range explosion[J].
International Journal of Impact Engineering, 2020, 141: 103569.
WU H, REN G M, FANG Q, LIU J Z. Effects of steel fiber content and type on dynamic tensile
mechanical properties of UHPCC[J]. Construction and Building Materials, 2018, 173: 251–261.
WU H, REN G M, FANG Q, LIU J Z. Response of ultra-high performance cementitious composites
filled steel tube (UHPCC-FST) subjected to low-velocity impact[J]. Thin-Walled Structures,
2019, 144: 106341.
WU Y C, CRAWFORD J E, MAGALLANES J M. Performance of LS-DYNA concrete constitutive
models. 12th International LS-DYNA Users Conference, Detroit[C]. 2012.
XU M, WILLE K. Calibration of K&C concrete model for UHPC in LS-DYNA[J]. Advanced
Materials Research, 2014, 1081: 254–259.
XU S C, WU P T, WU C Q. Calibration of KCC concrete model for UHPC against low-velocity[J].
International Journal of Impact Engineering, 2020, 144: 103648.
ZHANG F R, WU C Q, ZHAO X L, XIANG H B, LI Z X, FANG Q, LIU Z X, ZHANG Y D,
HEIDARPOUR A, PACKER J A. Experimental study of CFDST columns infilled with UHPC
under close-range blast loading[J]. International Journal of Impact Engineering, 2016, 93: 184–
195.
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