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11 Experimental and Numerical Study of UHPCC-FST Columns …
Global Terrorism Database. Information on more than 180000 terrorist attacks[EB/OL].(2018).
https://www.start.umd.edu/gtd.
HENRYCH J. The dynamics of explosion and its use[M]. Oxford: Elsevier Scientific Publishing
Company, 1979.
KYEI C, BRAIMAH A. Effects of transverse reinforcement spacing on the response of reinforced
concrete columns subjected to blast loading[J]. Engineering Structures, 2017, 142: 148–164.
LI Q M, MENG H. Pressure-impulse diagram for blast loads based on dimensional analysis and
single-degree-of-freedom model[J]. Journal of Engineering Mechanics, 2002, 128(1): 87–92.
LI G, QU H, YANG T, LU Y, CHEN S. Experimental study of concrete-filled steel tubular columns
under blast loading[J]. Journal of Building Structures, 2013, 34(12): 69–76. (in Chinese).
LI J, HAO H, WU C. Numerical study of precast segmental column under blast loads[J]. Engineering
Structures, 2017, 134: 125–137.
LI M H, ZONG Z H, LIU L, LOU F. Experimental and numerical study on damage mechanism
of CFDST bridge columns subjected to contact explosion[J]. Engineering Structures, 2018, 159:
265–276.
LSTC. LS-DYNA Keyword User’s Manual, Version 971[M]. 2017.
MORINO S, UCHIKOSHI M, YAMAGUCHI I. Concrete-filled steel tube column system-its
advantages[J]. Steel Structures, 2001, 1: 33–44.
NGO T, MOHOTTI D, REMENNIKOV A, UY B. Numerical simulations of response of tubular
steel beams to close-range explosions[J]. Journal of Constructional Steel Research, 2015, 105:
151–163.
REMENNIKOV A M, UY B. Explosive testing and modelling of square tubular steel columns for
near-field detonations[J]. Journal of Constructional Steel Research, 2014, 101: 290–303.
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.
SHI Y, HAO H, LI Z. Numerical derivation of pressure–impulse diagrams for prediction of RC
column damage to blast loads[J]. International Journal of Impact Engineering, 2008, 35(11):
1213–1227.
SUN S. Investigation on dynamic response of CFST columns subjected to blast loading[D]. Xi’an,
China: Changan Univ., 2013. (in Chinese).
WU K C, LI B, TSAI K C. Residual axial compression capacity of localized blast-damaged RC
columns[J]. International Journal of Impact Engineering, 2011, 38(1): 29–40.
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, 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.
WILLIAMSON E B, BAYRAK O, WILLIAMS G D, DAVIS C E. Blast-resistant highway bridges:
design and detailing guidelines[R]. Washington DC, USA: Transportation Research Board, 2010.
NCHRP report 645.
WILLIAMSON E B, BAYRAK O, DAVIS C, WILLIAMS G D. Performance of bridge columns
subjected to blast loads. I: Experimental program[J]. Journal of Bridge Engineering, 2011, 16(6):
693–702.
WILLIAMSON E B, BAYRAK O, DAVIS C, WILLIAMS G D. Performance of bridge columns
subjected to blast loads. II: Results and recommendations[J]. Journal of Bridge Engineering,
2011, 16(6): 703–710.
ZONG Z, TANG B, GAO C, LIU L, LI M, YUAN S. Experiment on blast-resistant performance
of reinforced concrete piers[J]. China Journal of Highway and Transport, 2017, 09: 51–60. (in
Chinese).
ZHANG F, WU C, WANG H, ZHOU Y. Numerical simulation of concrete filled steel tube columns
against blast loads[J]. Thin-Walled Structures, 2015, 92: 82–92.
11 Experimental and Numerical Study of UHPCC-FST Columns …
Global Terrorism Database. Information on more than 180000 terrorist attacks[EB/OL].(2018).
https://www.start.umd.edu/gtd.
HENRYCH J. The dynamics of explosion and its use[M]. Oxford: Elsevier Scientific Publishing
Company, 1979.
KYEI C, BRAIMAH A. Effects of transverse reinforcement spacing on the response of reinforced
concrete columns subjected to blast loading[J]. Engineering Structures, 2017, 142: 148–164.
LI Q M, MENG H. Pressure-impulse diagram for blast loads based on dimensional analysis and
single-degree-of-freedom model[J]. Journal of Engineering Mechanics, 2002, 128(1): 87–92.
LI G, QU H, YANG T, LU Y, CHEN S. Experimental study of concrete-filled steel tubular columns
under blast loading[J]. Journal of Building Structures, 2013, 34(12): 69–76. (in Chinese).
LI J, HAO H, WU C. Numerical study of precast segmental column under blast loads[J]. Engineering
Structures, 2017, 134: 125–137.
LI M H, ZONG Z H, LIU L, LOU F. Experimental and numerical study on damage mechanism
of CFDST bridge columns subjected to contact explosion[J]. Engineering Structures, 2018, 159:
265–276.
LSTC. LS-DYNA Keyword User’s Manual, Version 971[M]. 2017.
MORINO S, UCHIKOSHI M, YAMAGUCHI I. Concrete-filled steel tube column system-its
advantages[J]. Steel Structures, 2001, 1: 33–44.
NGO T, MOHOTTI D, REMENNIKOV A, UY B. Numerical simulations of response of tubular
steel beams to close-range explosions[J]. Journal of Constructional Steel Research, 2015, 105:
151–163.
REMENNIKOV A M, UY B. Explosive testing and modelling of square tubular steel columns for
near-field detonations[J]. Journal of Constructional Steel Research, 2014, 101: 290–303.
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.
SHI Y, HAO H, LI Z. Numerical derivation of pressure–impulse diagrams for prediction of RC
column damage to blast loads[J]. International Journal of Impact Engineering, 2008, 35(11):
1213–1227.
SUN S. Investigation on dynamic response of CFST columns subjected to blast loading[D]. Xi’an,
China: Changan Univ., 2013. (in Chinese).
WU K C, LI B, TSAI K C. Residual axial compression capacity of localized blast-damaged RC
columns[J]. International Journal of Impact Engineering, 2011, 38(1): 29–40.
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, 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.
WILLIAMSON E B, BAYRAK O, WILLIAMS G D, DAVIS C E. Blast-resistant highway bridges:
design and detailing guidelines[R]. Washington DC, USA: Transportation Research Board, 2010.
NCHRP report 645.
WILLIAMSON E B, BAYRAK O, DAVIS C, WILLIAMS G D. Performance of bridge columns
subjected to blast loads. I: Experimental program[J]. Journal of Bridge Engineering, 2011, 16(6):
693–702.
WILLIAMSON E B, BAYRAK O, DAVIS C, WILLIAMS G D. Performance of bridge columns
subjected to blast loads. II: Results and recommendations[J]. Journal of Bridge Engineering,
2011, 16(6): 703–710.
ZONG Z, TANG B, GAO C, LIU L, LI M, YUAN S. Experiment on blast-resistant performance
of reinforced concrete piers[J]. China Journal of Highway and Transport, 2017, 09: 51–60. (in
Chinese).
ZHANG F, WU C, WANG H, ZHOU Y. Numerical simulation of concrete filled steel tube columns
against blast loads[J]. Thin-Walled Structures, 2015, 92: 82–92.