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performance fibre reinforced concrete panel subjected to blast loading[J]. International Journal
of Impact Engineering, 2014, 64: 91-100.
MÉSZÖLY T, RANDL N. Shear behavior of fiber-reinforced ultra-high performance concrete
beams[J]. Engineering Structures, 2018, 168: 119-127.
MANFRED C, SPECK K. Ultra high performance concrete under biaxial compression, Proceedings
of the second international symposium on ultra high performance concrete. Kassel, Germany[C].
Kassel university press GmbH, 2008.
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conditions[J]. ACI Journal, 1970, 67: 802-807.
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062[R]. Colorado Springs: Federal Highway Administration, 2007.
MURRAY Y D, ABU-ODEH A Y, BLIGH R P. Evaluation of LS-DYNA concrete material model
159: No. FHWA-HRT-05–063[R]. Colorado Springs: Federal Highway Administration, 2007.
OZBOLT J, SHARMA A. Numerical simulation of reinforced concrete beams with different shear
reinforcements under dynamic impact loads[J]. International Journal of Impact Engineering,
2011, 38: 940-950.
PHAM T M, HAO Y, HAO H. Sensitivity of impact behaviour of RC beams to contact stiffness[J].
International Journal of Impact Engineering, 2018, 112: 155-164.
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of reactive powder concrete under uniaxial compression[J]. International Journal of Engineering
Science Technologies, 2010, 2(11): 6408-6416.
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and applications in the projectile impact analyses[J]. Construction and Building Materials, 2016,
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properties of UHPCC[J]. Construction and Building Materials, 2018a, 163: 826-839.
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mechanical properties of UHPCC[J]. Construction and Building Materials, 2018b, 164: 29-43.
SAATCI S, VECCHIO F J. Effects of Shear Mechanisms on Impact Behavior of Reinforced
Concrete Beams[J]. ACI Structural Journal, 2009, 106(1): 78-86.
SAINI D, SHAFEI B. Concrete constitutive models for low velocity impact simulations[J].
International Journal of Impact Engineering, 2019, 132: 103329.
SCHWER L E. Demonstration of the continuous surface cap model with damage: concrete unconfined compression test calibration[R]. LS-DYNA Geomaterial Modeling Short Course Notes,
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SIMO J C, JU J W. Strain and Stress Based Continuum Damage Model[J]. International Journal of
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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.
WANG X, ZHANG Y, SU Y, FENG Y. Experimental investigation on the effect of reinforcement
ratio to capacity of RC column to resist lateral impact loading[J]. Systems Engineering Procedia,
2011, 1:35-41.
WARDHANA K, HADIPRIONO F C. Analysis of recent bridge failures in the United States[J].
Journal of Performance of Constructed Facilities, 2003, 17: 144-150.
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, 2019a, 132: 103314.
317
MAO L, BARNETT S, BEGG D, SCHLEYER G, WIGHT G. Numerical simulation of ultra high
performance fibre reinforced concrete panel subjected to blast loading[J]. International Journal
of Impact Engineering, 2014, 64: 91-100.
MÉSZÖLY T, RANDL N. Shear behavior of fiber-reinforced ultra-high performance concrete
beams[J]. Engineering Structures, 2018, 168: 119-127.
MANFRED C, SPECK K. Ultra high performance concrete under biaxial compression, Proceedings
of the second international symposium on ultra high performance concrete. Kassel, Germany[C].
Kassel university press GmbH, 2008.
MILLS L, ZIMMERMAN R. Compressive strength of plain concrete under multiaxial forcing
conditions[J]. ACI Journal, 1970, 67: 802-807.
MURRAY Y D. Users manual for LS-DYNA concrete material model 159: No. FHWA-HRT-05–
062[R]. Colorado Springs: Federal Highway Administration, 2007.
MURRAY Y D, ABU-ODEH A Y, BLIGH R P. Evaluation of LS-DYNA concrete material model
159: No. FHWA-HRT-05–063[R]. Colorado Springs: Federal Highway Administration, 2007.
OZBOLT J, SHARMA A. Numerical simulation of reinforced concrete beams with different shear
reinforcements under dynamic impact loads[J]. International Journal of Impact Engineering,
2011, 38: 940-950.
PHAM T M, HAO Y, HAO H. Sensitivity of impact behaviour of RC beams to contact stiffness[J].
International Journal of Impact Engineering, 2018, 112: 155-164.
PRABHA S L, DATTATREYA J K, NEELAMEGAM M, RAO M S. Study on stress-strain properties
of reactive powder concrete under uniaxial compression[J]. International Journal of Engineering
Science Technologies, 2010, 2(11): 6408-6416.
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 static mechanical
properties of UHPCC[J]. Construction and Building Materials, 2018a, 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, 2018b, 164: 29-43.
SAATCI S, VECCHIO F J. Effects of Shear Mechanisms on Impact Behavior of Reinforced
Concrete Beams[J]. ACI Structural Journal, 2009, 106(1): 78-86.
SAINI D, SHAFEI B. Concrete constitutive models for low velocity impact simulations[J].
International Journal of Impact Engineering, 2019, 132: 103329.
SCHWER L E. Demonstration of the continuous surface cap model with damage: concrete unconfined compression test calibration[R]. LS-DYNA Geomaterial Modeling Short Course Notes,
2001.
SIMO J C, JU J W. Strain and Stress Based Continuum Damage Model[J]. International Journal of
Solids and Structures, 1987, 23(7): 821-840.
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.
WANG X, ZHANG Y, SU Y, FENG Y. Experimental investigation on the effect of reinforcement
ratio to capacity of RC column to resist lateral impact loading[J]. Systems Engineering Procedia,
2011, 1:35-41.
WARDHANA K, HADIPRIONO F C. Analysis of recent bridge failures in the United States[J].
Journal of Performance of Constructed Facilities, 2003, 17: 144-150.
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, 2019a, 132: 103314.