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MIRMOMENI M, HEIDARPOUR A, ZHAO X L, AL-MAHAIDI R, PACKER J. Size-dependency
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Fouché PP, Bruneau M. Blast and seismic resistant concrete-filled double skin tubes and modified
steel jacketed bridge columns[R]. 2015. Technical report MCEER-14-0004
FUJIKURA S, BRUNEAU M. Experimental and analytical investigation of blast performance
of seismically resistant bridge piers[R]. Multidisciplinary Center for Earthquake Engineering
Research (MCEER), 2008. Technical report MCEER-08-0028.
FUJIKURA S, BRUNEAU M, LOPEZ-GARCIA D. Experimental investigation of multihazard
resistant bridge piers having concrete-filled steel tube under blast loading[J]. Journal of Bridge
Engineering, 2008, 13(6): 586-594
GB/T 50081-2002. Standard for test method of mechanical properties on ordinary concrete[S].
Beijing: Standards Press of China, 2003.
GB/T228.1-2010. Metallic Materials-Tensile Testing-Part 1: Method of test at room temperature[S].
National Standard of China, 2010.
GB50936-2014. Design Code for Composite Structure[S]. National Standard of China, 2014.
GT/B 8162-2008. Seamless steel tubes for structural purposes[S]. Beijing: Standards Press of China,
2008.
HOLMQUIST TJ, JOHNSON GR, COOK WH. A computational constitutive model for concrete
subjected to large strains, high strain rates, and high pressures. In proceedings of the 14th
International Symposium on Ballistics, Quebec, QC, Canada, 26–29 Sepetember[C]. 1993:
591–600.
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.
JENKINS BM. Protecting public surface transportation against terrorism and serious crime: continuing research on best security practices[R]. San Jose, CA: Mineta Transportation Institute, 2001.
MTI Report 01-07.
KANG S T, KIM J K. The relation between fiber orientation and tensile behavior in an Ultra High
Performance Fiber Reinforced Cementitious Composites (UHPFRCC)[J]. Cement and Concrete
Research, 2011, 41(10): 1001-1014.
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 B, NAIR A, QIAN K. Residual axial capacity of reinforced concrete columns with simulated
blast damage[J]. Journal Performence of Constructed Facilities, 2012, 26(3): 287-299.
LI J, WU C Q, HAO H, LIU Z X. Post-blast capacity of ultra-high performance concrete columns[J].
Engineering Structures, 2017, 134: 289-302.
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]. 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: 847-873.
MAGALLANES JM, WU Y, MALVAR J, CRAWFORD JE. Recent developments to release III of
the K&C concrete model. In: Proceedings of the 11th international LSDYNA user’s conference,
Dearborn, MI[C]. 2010.
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.
MIRMOMENI M, HEIDARPOUR A, ZHAO X L, AL-MAHAIDI R, PACKER J. Size-dependency
of concrete-filled steel tubes subject to impact loading[J]. International Journal of Impact
Engineering, 2017, 100: 90-101.
NASSIRNIA M, HEIDARPOUR A, ZHAO X L, MINKKINEN J. Innovative hollow corrugated columns comprising corrugated plates and ultra high-strength steel tubes[J]. Thin-Walled
Structures, 2016, 101: 14-25.