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of Structures Against Explosive and Impact Loads, Tianjin, China[C]. 2006: 70–74.
LI J, WU C, HAO H. An experimental and numerical study of reinforced ultra-high performance
concrete slabs under blast loads[J]. Materials & Design, 2015, 82: 64–76.
LI J, WU C, HAO H. Investigation of ultra-high performance concrete slab and normal strength
concrete slab under contact explosion[J]. Engineering Structures, 2015, 102: 395–408.
LI J, WU C, HAO H, WANG Z, SU Y. Experimental investigation of ultra-high performance concrete
slabs under contact explosions[J]. International Journal of Impact Engineering, 2016, 93: 62–75.
LIN X, GRAVINA R J. An effective numerical model for reinforced concrete beams strengthened
with high performance fibre reinforced cementitious composites[J]. Materials and Structures,
2017, 50(5): 212.
LIN X. Numerical simulation of blast responses of ultra-high performance fiber reinforced concrete
panels with strain-rate effect[J]. Construction and Building Materials, 2018, 176: 371–382.
LSTC. LS-DYNA Keyword User’s Manual, Version 971[M]. 2007.
MALVAR L J, CRAWFORD J E, WESEVICH J W, SIMONS D. A plasticity concrete material
model for DYNA3D[J]. International Journal of Impact Engineering, 1997, 19(9–10): 847-873.
MAO L, BARNETT S J, TYAS A, WARREN J, SCHLEYER G K, ZAINI S S. Response of small
scale ultra high performance fiber reinforced concrete slabs to blast loading[J]. Construction and
Building Materials, 2015, 93: 822–830.
MAO L, BARNETT S, BEGG D, SCHLEYER G, WIGHT G. Numerical simulation of ultra high
performance fiber reinforced concrete panel subjected to blast loading[J]. International Journal
of Impact Engineering, 2014, 64: 91–100.
MARSH S P. LASL shock Hugoniot data[M]. California: University of California Press, 1980.
NGO T, MENDIS P, KRAUTHAMMER T. Behavior of ultrahigh-strength prestressed concrete
panels subjected to blast loading[J]. Journal of Structural Engineering, 2007, 133(11): 1582–1590.
ORTON S L, CHIARITO V P, MINOR J K, COLEMAN T G. Experimental testing of CFRPStrengthened reinforced concrete slab elements loaded by close-in blast[J]. Journal of Structural
Engineering, 2014, 140(2): 04013060.
471
GRADY D E. Dynamic decompression properties of concrete from Hugoniot states 3 to 25GPa[R].
USA: Sandia National Laboratories, 1996.
GRADY D E. Shock equation of state properties of concrete. International Conference on Structures
under Shock and Impact, Udine, Italy[C]. 1996.
HABEL K, GAUVREAU P. Response of ultra-high performance fiber reinforced concrete
(UHPFRC) to impact and static loading[J]. Cement & Concrete Composites, 2008, 30(10):
938–946.
HALLQUIST J O. LS-DYNA Theory manual[M]. Livermore Software Technology Corporation,
2006.
HOLMQUIST T J, JOHNSON G R, COOK W H. A computational constitutive model for concrete
subjected to large strains, high strain rates and high pressures. In proceedings of 14th international
symposium on Ballistics, Quebec, Canada[C]. 1993: 591–600.
HYDE D W. User’s Guide for microcomputer program CONWEP, applications of TM 5-855-1,
fundamentals of protective design for conventional weapons: SL-88-1[R]. Vicksburg, MS: U.S.
Army Corps of Engineers Waterways Experiment Station Instruction, 1993.
JAYASOORIYA R, THAMBIRATNAM D P, PERERA N J. Blast response and safety evaluation
of a composite column for use as key element in structural systems[J]. Engineering Structures,
2014, 61: 31–43.
JIAO C J, JIANG G P, GAO L. Preliminary study on the high-pressure equation of state of
concrete[J]. Advanced Materials Research, 2011, 261–263: 161-165.
KINGERY C N, BULMASH G. Air-blast parameters from TNT spherical air burst and hemispherical surface burst: ARBRL-TR-02555[R]. Aberdeen Proving Ground, MD U.S: Army Ballistic
Research Laboratory, 1984.
KUZNETSOV V, REBENTROST M, WASCH J. Strength and toughness of steel fiber reinforced
reactive powder concrete under blast loading. 1st International Conference on Analysis and Design
of Structures Against Explosive and Impact Loads, Tianjin, China[C]. 2006: 70–74.
LI J, WU C, HAO H. An experimental and numerical study of reinforced ultra-high performance
concrete slabs under blast loads[J]. Materials & Design, 2015, 82: 64–76.
LI J, WU C, HAO H. Investigation of ultra-high performance concrete slab and normal strength
concrete slab under contact explosion[J]. Engineering Structures, 2015, 102: 395–408.
LI J, WU C, HAO H, WANG Z, SU Y. Experimental investigation of ultra-high performance concrete
slabs under contact explosions[J]. International Journal of Impact Engineering, 2016, 93: 62–75.
LIN X, GRAVINA R J. An effective numerical model for reinforced concrete beams strengthened
with high performance fibre reinforced cementitious composites[J]. Materials and Structures,
2017, 50(5): 212.
LIN X. Numerical simulation of blast responses of ultra-high performance fiber reinforced concrete
panels with strain-rate effect[J]. Construction and Building Materials, 2018, 176: 371–382.
LSTC. LS-DYNA Keyword User’s Manual, Version 971[M]. 2007.
MALVAR L J, CRAWFORD J E, WESEVICH J W, SIMONS D. A plasticity concrete material
model for DYNA3D[J]. International Journal of Impact Engineering, 1997, 19(9–10): 847-873.
MAO L, BARNETT S J, TYAS A, WARREN J, SCHLEYER G K, ZAINI S S. Response of small
scale ultra high performance fiber reinforced concrete slabs to blast loading[J]. Construction and
Building Materials, 2015, 93: 822–830.
MAO L, BARNETT S, BEGG D, SCHLEYER G, WIGHT G. Numerical simulation of ultra high
performance fiber reinforced concrete panel subjected to blast loading[J]. International Journal
of Impact Engineering, 2014, 64: 91–100.
MARSH S P. LASL shock Hugoniot data[M]. California: University of California Press, 1980.
NGO T, MENDIS P, KRAUTHAMMER T. Behavior of ultrahigh-strength prestressed concrete
panels subjected to blast loading[J]. Journal of Structural Engineering, 2007, 133(11): 1582–1590.
ORTON S L, CHIARITO V P, MINOR J K, COLEMAN T G. Experimental testing of CFRPStrengthened reinforced concrete slab elements loaded by close-in blast[J]. Journal of Structural
Engineering, 2014, 140(2): 04013060.