366
10 Residual Axial Capacity of UHPCC-FST Column Under …
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.
OTTOSEN NS, RISTINMAA M. The Mechanics of Constitutive Modeling[M]. Elsevier, 2005.
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. 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, 2017, 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.
RIEDEL W, HIERMAIER KTS. Penetration of reinforced concrete by BETA-B-500-numerical
analysis using a new macroscopic concrete model for hydrocodes. In proceedings of the 9th International Symposium on Interaction of the Effect of Munitions with Structures, Berlin, Germany,
3–7 May[C]. 1999: 315–322.
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.
WANG Z G, WU H, FANG Q, WU J. Experimental study on the residual axial capacity of Ultra
high performance cementitious composite filled steel tube (UHPCC-FST) column under contact
explosion[J]. Thin-Walled Structures, 2020a, 147: 106832.
WANG Z G, WU H, FANG Q, WU J. Numerical study on the residual axial capacity of ultra
high performance cementitious composite filled steel tube (UHPCC-FST) column under contact
explosion[J]. Thin-Walled Structures, 2020b, 153: 106832.
WILLIAMSON EB, BAYRAK O, WILLIAMS GD, DAVIS CE. Blast-resistant highway bridges:
design and detailing guidelines.NCHRP report 645[M]. Washington DC (USA): Transportation
Research Board, 2010.
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 K C, LI B, TSAI K C. Residual axial compression capacity of localized blast-damaged RC
columns[J]. International Journal of Impact Engineering, 2011a, 38(1): 29-40.
WU K C, LI B, TSAI K C. The effects of explosive mass ratio on residual compressive capacity of
contact blast damaged composite columns[J]. Journal of Constructional Steel Research, 2011b,
67(4): 602-612.
XU J C, WU C Q, XIANG H B, SU Y, LI Z X, FANG Q, HAO H, LIU Z X, ZHANG Y D,
LI J. Behaviour of ultra high performance fiber reinforced concrete columns subjected to blast
loading[J]. Engineering Structures, 2016, 118: 97-107.
YUAN S, HAO H, ZONG Z, LI J. A study of RC bridge columns under contact explosion[J].
International Journal of Impact Engineering, 2017, 109: 378-390.
ZHANG F, WU C, LI Z, ZHAO X. Residual axial capacity of CFDST columns infilled with UHPFRC
after close-range blast loading[J]. Thin-Walled Structures, 2015a, 96: 314-327.
ZHANG F, WU C, WANG H, ZHOU Y. Numerical simulation of concrete filled steel tube columns
against blast loads[J]. Thin-Walled Structures, 2015b, 92: 82-92.
ZHANG F, WU C, ZHAO X, LI Z, HEIDARPOUR A, WANG H. Numerical modeling of concretefilled double-skin steel square tubular columns under blast loading[J]. Journal of Performance of
Constructed Facilities, 2015c, 29(5): B4015002.
ZHANG F, WU C, ZHAO X L, XIANG H, LI Z X, FANG Q, LIU Z, ZHANG Y, 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.
ZHANG H, LI Z, WU C. Investigation of blast effects on Double-Skinned composite steel tubular
columns[J]. International Journal Protection Structures, 2015d, 6(3): 403-418.
10 Residual Axial Capacity of UHPCC-FST Column Under …
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.
OTTOSEN NS, RISTINMAA M. The Mechanics of Constitutive Modeling[M]. Elsevier, 2005.
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. 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, 2017, 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.
RIEDEL W, HIERMAIER KTS. Penetration of reinforced concrete by BETA-B-500-numerical
analysis using a new macroscopic concrete model for hydrocodes. In proceedings of the 9th International Symposium on Interaction of the Effect of Munitions with Structures, Berlin, Germany,
3–7 May[C]. 1999: 315–322.
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.
WANG Z G, WU H, FANG Q, WU J. Experimental study on the residual axial capacity of Ultra
high performance cementitious composite filled steel tube (UHPCC-FST) column under contact
explosion[J]. Thin-Walled Structures, 2020a, 147: 106832.
WANG Z G, WU H, FANG Q, WU J. Numerical study on the residual axial capacity of ultra
high performance cementitious composite filled steel tube (UHPCC-FST) column under contact
explosion[J]. Thin-Walled Structures, 2020b, 153: 106832.
WILLIAMSON EB, BAYRAK O, WILLIAMS GD, DAVIS CE. Blast-resistant highway bridges:
design and detailing guidelines.NCHRP report 645[M]. Washington DC (USA): Transportation
Research Board, 2010.
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 K C, LI B, TSAI K C. Residual axial compression capacity of localized blast-damaged RC
columns[J]. International Journal of Impact Engineering, 2011a, 38(1): 29-40.
WU K C, LI B, TSAI K C. The effects of explosive mass ratio on residual compressive capacity of
contact blast damaged composite columns[J]. Journal of Constructional Steel Research, 2011b,
67(4): 602-612.
XU J C, WU C Q, XIANG H B, SU Y, LI Z X, FANG Q, HAO H, LIU Z X, ZHANG Y D,
LI J. Behaviour of ultra high performance fiber reinforced concrete columns subjected to blast
loading[J]. Engineering Structures, 2016, 118: 97-107.
YUAN S, HAO H, ZONG Z, LI J. A study of RC bridge columns under contact explosion[J].
International Journal of Impact Engineering, 2017, 109: 378-390.
ZHANG F, WU C, LI Z, ZHAO X. Residual axial capacity of CFDST columns infilled with UHPFRC
after close-range blast loading[J]. Thin-Walled Structures, 2015a, 96: 314-327.
ZHANG F, WU C, WANG H, ZHOU Y. Numerical simulation of concrete filled steel tube columns
against blast loads[J]. Thin-Walled Structures, 2015b, 92: 82-92.
ZHANG F, WU C, ZHAO X, LI Z, HEIDARPOUR A, WANG H. Numerical modeling of concretefilled double-skin steel square tubular columns under blast loading[J]. Journal of Performance of
Constructed Facilities, 2015c, 29(5): B4015002.
ZHANG F, WU C, ZHAO X L, XIANG H, LI Z X, FANG Q, LIU Z, ZHANG Y, 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.
ZHANG H, LI Z, WU C. Investigation of blast effects on Double-Skinned composite steel tubular
columns[J]. International Journal Protection Structures, 2015d, 6(3): 403-418.