472
13 Experimental and Numerical Studies on Dynamic Behavior …
PENG Y, WU C, LI J, LIU J, LIANG X. Mesoscale analysis on ultra-high performance steel fibre
reinforced concrete slabs under contact explosions[J]. Composite Structures, 2019, 228: 111322.
RANDERS-PEHRSON G, BANNISTER K A. Airblast loading model for DYNA2D and
DYNA3D[R]. Aberdeen Proving Ground, MD: Army Research Laboratory, 1997. Report
ARL-TR-1310.
RASOULI A, TOOPCHI–NEZHAD H. Coupled vs uncoupled analysis of one–way RC–slabs
under nearby air explosions[J]. International Journal of Advanced Structural Engineering, 2018,
10: 421–437.
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.
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, THOMA K, HIERMAIER S, SCHMOLINSKE E. Penetrating of reinforced concrete
by BETA-B-500 numerical analysis using a new macroscopic concrete model for hydrocodes. In
proceedings of ninth international symposium of IEMS, Berlin[C]. 1999: 315–322.
RIEDEL W, WICKLEIN M, THOMA K. Shock properties of conventional and high strength
concrete: experimental and mesomechanical analysis[J]. International Journal of Impact Engineering, 2008, 35(3): 155–171.
SCHLEYER G K, BARNETT S J, MILLARD S G, WIGHT G, REBENTROST M. UHPFRC panel
testing[J]. Structural Engineer, 2011, 89(23–24): 34-40.
SCHWER L E, MURRAY Y D. A three invariant smooth cap model with mixed hardening[J].
International Journal for Numerical & Analytical Methods in Geomechanics, 1994, 18(10): 657–
688.
SHERKAR P, SHIN J, WHITTAKER A, AREF A. Influence of charge shape and point of detonation
on blast-resistant design[J]. Journal of Structural Engineering, 2016, 142(2): 04015109.
SOVJÁK R, VAV ˇ
RINIK T, ZATLOUKAL J, MÁCA P, MI ˇ
CUNEK T, FRYDRÝN M. Resistance of
slim UHPFRC targets projectile impact using in-service bullet[J]. International Journal of Impact
Engineering, 2015, 76: 166–177.
STOUFFER D C, DAME L T. Inelastic deformation of metals: models, mechanical properties, and
metallurgy[M]. New York: John Wiley and Sons, 1996: 520.
THAM C Y. Numerical simulation on the interaction of blast waves with a series of aluminum
cylinders at near-field[J]. International Journal of Impact Engineering, 2009, 36(1): 122–131.
TM5–855-1. Department of the Army. Fundamentals of protective design for conventional
weapons[S]. Washington DC, 1986.
UNOSSON M, NILSSON L. Projectile penetration and perforation of high performance concrete:
experimental results and macroscopic modelling[J]. International Journal of Impact Engineering,
2006, 32(7): 1068–1085.
WANG W, WU C, LI J, LIU Z, LV Y. Behavior of ultra-high performance fiber-reinforced concrete
(UHPFRC) filled steel tubular members under lateral impact loading[J]. International Journal of
Impact Engineering, 2019, 132: 103314.
WANG W, WU C, LI J, LIU Z, ZHI X. Lateral impact behavior of double-skin steel tubular (DST)
members with ultra-high performance fiber-reinforced concrete (UHPFRC)[J]. Thin-Walled
Structures, 2019, 144: 106351.
WEI J, LI J, WU C. An experimental and numerical study of reinforced conventional concrete and
ultra-high performance concrete columns under lateral impact loads[J]. Engineering Structures,
2019, 201: 109822.
WILLIAMS E M, GRAHAM S S, REED P A, RUSHING T S. Laboratory characterization of CorTuf concrete with and without steel fibers: No. ERDC/GSL-TR-09-22[R]. Engineer Research
and Development Center Vicksburg ms Geotechnical and Structures Lab, 2009.
WU C, OEHLERS D J, REBENTROST M, LEACH J, WHITTAKER A S. Blast testing of ultrahigh performance fiber and FRP-retrofitted concrete slabs[J]. Engineering Structures, 2009, 31(9):
2060–2069.
13 Experimental and Numerical Studies on Dynamic Behavior …
PENG Y, WU C, LI J, LIU J, LIANG X. Mesoscale analysis on ultra-high performance steel fibre
reinforced concrete slabs under contact explosions[J]. Composite Structures, 2019, 228: 111322.
RANDERS-PEHRSON G, BANNISTER K A. Airblast loading model for DYNA2D and
DYNA3D[R]. Aberdeen Proving Ground, MD: Army Research Laboratory, 1997. Report
ARL-TR-1310.
RASOULI A, TOOPCHI–NEZHAD H. Coupled vs uncoupled analysis of one–way RC–slabs
under nearby air explosions[J]. International Journal of Advanced Structural Engineering, 2018,
10: 421–437.
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.
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, THOMA K, HIERMAIER S, SCHMOLINSKE E. Penetrating of reinforced concrete
by BETA-B-500 numerical analysis using a new macroscopic concrete model for hydrocodes. In
proceedings of ninth international symposium of IEMS, Berlin[C]. 1999: 315–322.
RIEDEL W, WICKLEIN M, THOMA K. Shock properties of conventional and high strength
concrete: experimental and mesomechanical analysis[J]. International Journal of Impact Engineering, 2008, 35(3): 155–171.
SCHLEYER G K, BARNETT S J, MILLARD S G, WIGHT G, REBENTROST M. UHPFRC panel
testing[J]. Structural Engineer, 2011, 89(23–24): 34-40.
SCHWER L E, MURRAY Y D. A three invariant smooth cap model with mixed hardening[J].
International Journal for Numerical & Analytical Methods in Geomechanics, 1994, 18(10): 657–
688.
SHERKAR P, SHIN J, WHITTAKER A, AREF A. Influence of charge shape and point of detonation
on blast-resistant design[J]. Journal of Structural Engineering, 2016, 142(2): 04015109.
SOVJÁK R, VAV ˇ
RINIK T, ZATLOUKAL J, MÁCA P, MI ˇ
CUNEK T, FRYDRÝN M. Resistance of
slim UHPFRC targets projectile impact using in-service bullet[J]. International Journal of Impact
Engineering, 2015, 76: 166–177.
STOUFFER D C, DAME L T. Inelastic deformation of metals: models, mechanical properties, and
metallurgy[M]. New York: John Wiley and Sons, 1996: 520.
THAM C Y. Numerical simulation on the interaction of blast waves with a series of aluminum
cylinders at near-field[J]. International Journal of Impact Engineering, 2009, 36(1): 122–131.
TM5–855-1. Department of the Army. Fundamentals of protective design for conventional
weapons[S]. Washington DC, 1986.
UNOSSON M, NILSSON L. Projectile penetration and perforation of high performance concrete:
experimental results and macroscopic modelling[J]. International Journal of Impact Engineering,
2006, 32(7): 1068–1085.
WANG W, WU C, LI J, LIU Z, LV Y. Behavior of ultra-high performance fiber-reinforced concrete
(UHPFRC) filled steel tubular members under lateral impact loading[J]. International Journal of
Impact Engineering, 2019, 132: 103314.
WANG W, WU C, LI J, LIU Z, ZHI X. Lateral impact behavior of double-skin steel tubular (DST)
members with ultra-high performance fiber-reinforced concrete (UHPFRC)[J]. Thin-Walled
Structures, 2019, 144: 106351.
WEI J, LI J, WU C. An experimental and numerical study of reinforced conventional concrete and
ultra-high performance concrete columns under lateral impact loads[J]. Engineering Structures,
2019, 201: 109822.
WILLIAMS E M, GRAHAM S S, REED P A, RUSHING T S. Laboratory characterization of CorTuf concrete with and without steel fibers: No. ERDC/GSL-TR-09-22[R]. Engineer Research
and Development Center Vicksburg ms Geotechnical and Structures Lab, 2009.
WU C, OEHLERS D J, REBENTROST M, LEACH J, WHITTAKER A S. Blast testing of ultrahigh performance fiber and FRP-retrofitted concrete slabs[J]. Engineering Structures, 2009, 31(9):
2060–2069.