Blast Effects On Buildings Pdf Merge
A Review of Methods for Predicting Bomb Blast Effects on Buildings. Such factors as the accessibility of information on the construction of bomb devices, relative ease of manufacturing, mobility and portability, coupled with significant property damage and injuries, are responsible for significant increase in bomb attacks all over the world.
In contemporary society, industrialization and rising of terrorism threats highlight the necessity and importance of structural protection against accidental and intentionally malicious blast loads. Consequences of these extreme loading events are known to be catastrophic, involving personnel injuries and fatalities, economic loss and immeasurable social disruption. These impacts are generated not only from direct explosion effects, that is, blast overpressure and primary or secondary fragments, but also from the indirect effects such as structural collapse. The latter one is known to be more critical leading to massive losses. It is therefore imperative to enlighten our structural engineers and policy regulators when designing modern structures. Towards a better protection of concrete structures, efforts have been devoted to understanding properties of construction materials and responses of structures subjected to blast loads. Reliable blast resistance design requires a comprehensive knowledge of blast loading characteristics, dynamic material properties and dynamic response predictions of structures. This article presents a state-of-the-art review of the current blast-resistant design and analysis of concrete structures subjected to blast loads. The blast load estimation, design considerations and approaches, dynamic material properties at high strain rate, testing methods and numerical simulation tools and methods are considered and reviewed. Discussions on the accuracies and advantages of these current approaches and suggestions on possible improvements are also made.
Blast Effects On Buildings Pdf Merge Free
Agbabian, M (1985) Design of structures to resist nuclear weapon effects. In: American Society of Civil Engineers (ed.) ASCE Manual on Engineering Practice No. 42. Syracuse, NY: American Society of Civil Engineers (Revised sub edition). Google Scholar |
American Society of Civil Engineers (ASCE) (2010) Design of Blast Resistant Buildings in Petrochemical Facilities. 2nd ed.Reston, VA: ASCE. Google Scholar |
American Society of Civil Engineers (ASCE) (2011) Blast protection of buildings. ASCE SEI 59-11. Available at: http://ascelibrary.org/doi/book/10.1061/9780784411889 Google Scholar |
Attaway, S, Heinstein, M, Swegle, J (1994) Coupling of smooth particle hydrodynamics with the finite element method. Nuclear Engineering and Design150(2): 199–205. Google Scholar Crossref ISI |
Baker, WE, Cox, P, Kulesz, J. (1983) Explosion Hazards and Evaluation. Amsterdam: Elsevier. Google Scholar |
Belytschko, T, Lu, YY, Gu, L (1994) Element-free Galerkin methods. International Journal for Numerical Methods in Engineering37(2): 229–256. Google Scholar Crossref ISI |
Bertholf, L, Karnes, C (1975) Two-dimensional analysis of the split Hopkinson pressure bar system. Journal of the Mechanics and Physics of Solids23(1): 1–19. Google Scholar Crossref ISI |
Biggs, JM (1964) Introduction to Structural Dynamics, vol. 3. New York: McGraw-Hill. Google Scholar |
Bischoff, P, Perry, S (1991) Compressive behaviour of concrete at high strain rates. Materials and Structures24(6): 425–450. Google Scholar Crossref ISI |
Bjerketvedt, D, Bakke, JR, Van Wingerden, K (1997) Gas explosion handbook. Journal of Hazardous Materials52(1): 1–150. Google Scholar Crossref ISI |
Bonet, J, Kulasegaram, S (2000) Correction and stabilization of smooth particle hydrodynamics methods with applications in metal forming simulations. International Journal for Numerical Methods in Engineering47(6): 1189–1214. Google Scholar Crossref ISI |
Brode, HL (1955) Numerical solutions of spherical blast waves. Journal of Applied Physics26(6): 766–775. Google Scholar Crossref ISI |
Cadoni, E, Labibes, K, Albertini, C. (2001) Strain-rate effect on the tensile behaviour of concrete at different relative humidity levels. Materials and Structures34(1): 21–26. Google Scholar Crossref |
Caleyron, F, Chuzel-Marmot, Y, Combescure, A (2011) Modeling of reinforced concrete through SPH-FE coupling and its application to the simulation of a projectile’s impact onto a slab. International Journal for Numerical Methods in Biomedical Engineering27(6): 882–898. Google Scholar Crossref ISI |
Camacho, GT, Ortiz, M (1996) Computational modelling of impact damage in brittle materials. International Journal of Solids and Structures33(20): 2899–2938. Google Scholar Crossref ISI |
Carlucci, P, Mougeotte, C, Huidi, J (2010) Validation of Abaqus Explicit – CEL for classes of problems of interest to the US Army. In: 2010 SIMULIA customer conference, Providence, RI, 25–27 May 2010. Google Scholar |
Chaudhuri, A, Hadjadj, A, Sadot, O. (2012) Study of shock-wave mitigation through solid obstacles. In: 28th international symposium on shock waves, Manchester, UK, 17-22 July 2011. pp. 493–498. Springer. Google Scholar Crossref |
Chemical Industries Association (CIA) (1992) An Approach to the Categorization of Process Plant Hazard and Control Building Designs. London: CIA. Google Scholar |
Chen, G, Hao, Y, Hao, H (2014) 3D meso-scale modelling of concrete material in spall tests. Materials and Structures48(6): 1887–1899. Google Scholar Crossref ISI |
Chen, W, Hao, H (2014) Experimental investigations and numerical simulations of multi-arch double-layered panels under uniform impulsive loadings. International Journal of Impact Engineering63: 140–157. Google Scholar Crossref ISI |
Chen, W, Hao, H, Chen, S (2015a) Numerical analysis of prestressed reinforced concrete beam subjected to blast loading. Materials & Design65: 662–674. Google Scholar Crossref ISI |
Chen, W, Hao, H, Chen, S. (2015b) Performance of composite structural insulated panel with metal skin subjected to blast loading. Materials & Design84: 194–203. Google Scholar Crossref ISI |
Chen, X, Wu, S, Zhou, J (2013) Experimental and modeling study of dynamic mechanical properties of cement paste, mortar and concrete. Construction and Building Materials47: 419–430. Google Scholar Crossref ISI |
Clayton, J (2005) Dynamic plasticity and fracture in high density polycrystals: constitutive modeling and numerical simulation. Journal of the Mechanics and Physics of Solids53(2): 261–301. Google Scholar Crossref ISI |
Clubley, SK (2014) Non-linear long duration blast loading of cylindrical shell structures. Engineering Structures59(0): 113–126. Google Scholar Crossref ISI |
Conrath, E, Krauthammer, T, Marchand, K. (1999) Structural design for physical security. Reston, VA: ASCE. Google Scholar |
Cotsovos, D, Pavlović, M (2008) Numerical investigation of concrete subjected to compressive impact loading. Part 1: a fundamental explanation for the apparent strength gain at high loading rates. Computers & Structures86(1): 145–163. Google Scholar Crossref ISI |
Crawford, JE, Magallanes, JM (2011) The effects of modeling choices on the response of structural components to blast effects. International Journal of Protective Structures2(2): 231–266. Google Scholar SAGE Journals |
Cusatis, G, Bazant, Z, Cedolin, L (2003) Confinement-shear lattice model for concrete damage in tension and compression: I. Theory. Journal of Engineering Mechanics129(12): 1439–1448. Google Scholar Crossref ISI |
Deshpande, V, Heaver, A, Fleck, N (2006) An underwater shock simulator. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Science462(2067): 1021–1041. Google Scholar Crossref ISI |
Dusenberry, DO (2010) Handbook for Blast Resistant Design of Buildings. Hoboken, NJ: John Wiley & Sons, Inc. Google Scholar Crossref |
Federal Emergency Management Agency (FEMA) (2003a) Primer to design safe school projects in case of terrorist attacks: providing protection to people and buildings. Report no. 428, December. Washington, DC: FEMA. Google Scholar |
Federal Emergency Management Agency (FEMA) (2003b) Reference manual to mitigate potential terrorist attacks against buildings. Report no. 426, December. Washington, DC: FEMA. Google Scholar |
fib (2013) fib Model Code for Concrete Structures 2010. Berlin, Germany: Ernst & Sohn. Google Scholar Crossref |
Freidenberg, A, Aviram, A, Stewart, L. (2014) Demonstration of tailored impact to achieve blast-like loading. International Journal of Impact Engineering71: 97–105. Google Scholar Crossref ISI |
Gabauer, DJ, Kusano, KD, Marzougui, D. (2010) Pendulum testing as a means of assessing the crash performance of longitudinal barrier with minor damage. International Journal of Impact Engineering37(11): 1121–1137. Google Scholar Crossref ISI |
Gebbeken, N, Döge, T (2010) Explosion protection – architectural design, urban planning and landscape planning. International Journal of Protective Structures1(1): 1–22. Google Scholar SAGE Journals |
Gebbeken, N, Ruppert, M (2000) A new material model for concrete in high-dynamic hydrocode simulations. Archive of Applied Mechanics70(7): 463–478. Google Scholar Crossref ISI |
Gram, MM, Clark, AJ, Hegemier, GA. (2006) Laboratory simulation of blast loading on building and bridge structures. Structures under Shock and Impact IX87: 33–44. Google Scholar Crossref |
Grote, D, Park, S, Zhou, M (2001) Dynamic behavior of concrete at high strain rates and pressures: I. Experimental characterization. International Journal of Impact Engineering25(9): 869–886. Google Scholar Crossref ISI |
GSA (2013) Alternate Path Analysis & Design Guidelines for Progressive Collapse Resistance. Available at: http://www.gsa.gov/portal/content/103205 Google Scholar |
Hakaleht, K (1969) The Behaviour of Rock under Impulse Loads: A Study Using Hopkinson Split Bar Method. Thesis, Technical University, Otaniemi, Helsinki: Finnish Academy of Technical Science. Google Scholar |
Hanssen, A, Enstock, L, Langseth, M (2002) Close-range blast loading of aluminium foam panels. International Journal of Impact Engineering27(6): 593–618. Google Scholar Crossref ISI |
Hao, H (2015) Predictions of structural response to dynamic loads of different loading rates. International Journal of Protective Structures6(4): 585–606. Google Scholar SAGE Journals ISI |
Hao, H, Zhou, X (2007) Concrete material model for high rate dynamic analysis. In: Proceedings of the 7th international conference on shock and impact loads on structures, Beijing, China, 17–19 October. Google Scholar |
Hao, H, Stewart, M, Li, Z-X. (2010a) RC column failure probabilities to blast loads. International Journal of Protective Structures1(4): 571–591. Google Scholar SAGE Journals |
Hao, Y, Hao, H (2011) Numerical evaluation of the influence of aggregates on concrete compressive strength at high strain rate. International Journal of Protective Structures2(2): 177–206. Google Scholar SAGE Journals |
Hao, Y, Hao, H (2013a) Dynamic compressive behaviour of spiral steel fibre reinforced concrete in split Hopkinson pressure bar tests. Construction and Building Materials48: 521–532. Google Scholar Crossref ISI |
Hao, Y, Hao, H (2013b) Numerical investigation of the dynamic compressive behaviour of rock materials at high strain rate. Rock Mechanics and Rock Engineering46(2): 373–388. Google Scholar Crossref ISI |
Hao, Y, Hao, H (2014) Influence of the concrete DIF model on the numerical predictions of RC wall responses to blast loadings. Engineering Structures73: 24–38. Google Scholar Crossref ISI |
Hao, Y, Hao, H (2016) Finite element modelling of mesoscale concrete material in dynamic splitting test. Advances in Structural Engineering. 19: 1027–1039. Google Scholar SAGE Journals ISI |
Hao, Y, Hao, H, Li, Z-X (2010b) Numerical analysis of lateral inertial confinement effects on impact test of concrete compressive material properties. International Journal of Protective Structures1(1): 145–168. Google Scholar SAGE Journals |
Hao, Y, Hao, H, Li, Z-X (2013a) Influence of end friction confinement on impact tests of concrete material at high strain rate. International Journal of Impact Engineering60: 82–106. Google Scholar Crossref ISI |
Hao, Y, Hao, H, Zhang, X (2012) Numerical analysis of concrete material properties at high strain rate under direct tension. International Journal of Impact Engineering39(1): 51–62. Google Scholar Crossref ISI |
Hao, Y, Hao, H, Jiang, G. (2013b) Experimental confirmation of some factors influencing dynamic concrete compressive strengths in high-speed impact tests. Cement and Concrete Research52: 63–70. Google Scholar Crossref ISI |
Hart, R (1991) General report: an introduction to distinct element modelling for rock engineering. In: Proceedings of the 7th ISRM congress, Aachen, 16–20 September 1991. Google Scholar |
Hartmann, T, Pietzsch, A, Gebbeken, N (2010) A hydrocode material model for concrete. International Journal of Protective Structures1(4): 443–468. Google Scholar SAGE Journals |
Henrych, J, Major, R (1979) The Dynamics of Explosion and its Use. Amsterdam: Elsevier. Google Scholar |
Herrmann, W (1969) Constitutive equation for the dynamic compaction of ductile porous materials. Journal of Applied Physics40(6): 2490–2499. Google Scholar Crossref ISI |
Hu, W, Chen, Z (2006) Model-based simulation of the synergistic effects of blast and fragmentation on a concrete wall using the MPM. International Journal of Impact Engineering32(12): 2066–2096. Google Scholar Crossref ISI |
Irshidat, M, Al-Ostaz, A, Cheng, A-D. (2010) Nanoparticle reinforced polymer for blast protection of unreinforced masonry wall: laboratory blast load simulation and design models. Journal of Structural Engineering137(10): 1193–1204. Google Scholar Crossref ISI |
John, R, Shah, SP, Jeng, Y-S (1987) A fracture mechanics model to predict the rate sensitivity of mode I fracture of concrete. Cement and Concrete Research17(2): 249–262. Google Scholar Crossref ISI |
Johnson, GR, Holmquist, TJ (1994) An improved computational constitutive model for brittle materials. High-Pressure Science and Technology309(1): 981–984. Google Scholar |
Johnson, GR, Stryk, RA (2003) Conversion of 3D distorted elements into meshless particles during dynamic deformation. International Journal of Impact Engineering28(9): 947–966. Google Scholar Crossref ISI |
Johnson, GR, Beissel, S, Stryk, R (2000) A generalized particle algorithm for high velocity impact computations. Computational Mechanics25(2–3): 245–256. Google Scholar Crossref ISI |
Jones, N (2012) Structural Impact. 2nd ed.Cambridge: Cambridge University Press. Google Scholar |
Kang, B, Choi, W, Park, G (2001) Structural optimization under equivalent static loads transformed from dynamic loads based on displacement. Computers & Structures79(2): 145–154. Google Scholar Crossref ISI |
Kingery, CN, Bulmash, G (1984) Air Blast Parameters from TNT Spherical Air Burst and Hemispherical Surface Burst. Aberdeen, MD: Ballistic Research Laboratories. Google Scholar |
Krauthammer, T, Altenberg, A (2000) Negative phase blast effects on glass panels. International Journal of Impact Engineering24(1): 1–17. Google Scholar Crossref ISI |
Kun, F, Herrmann, HJ (1996) A study of fragmentation processes using a discrete element method. Computer Methods in Applied Mechanics and Engineering138(1): 3–18. Google Scholar Crossref ISI |
Kwasniewski, L (2010) Nonlinear dynamic simulations of progressive collapse for a multistory building. Engineering Structures32(5): 1223–1235. Google Scholar Crossref ISI |
Langdon, G, von Klemperer, C, Rowland, B. (2012) The response of sandwich structures with composite face sheets and polymer foam cores to air-blast loading: preliminary experiments. Engineering Structures36: 104–112. Google Scholar Crossref ISI |
Lea, C, Ledin, H (2002) A review of the state-of-the-art in gas explosion modelling. HSL/2002/02. Buxton: Health and Safety Laboratory. Google Scholar |
Li, J, Hao, H (2013) Influence of brittle shear damage on accuracy of the two-step method in prediction of structural response to blast loads. International Journal of Impact Engineering54: 217–231. Google Scholar Crossref ISI |
Li, J, Hao, H (2014) Numerical study of concrete spall damage to blast loads. International Journal of Impact Engineering68: 41–55. Google Scholar Crossref ISI |
Li, J, Wu, C, Hao, H (2015) An experimental and numerical study of reinforced ultra-high performance concrete slabs under blast loads. Materials & Design82: 64–76. Google Scholar Crossref ISI |
Li, Q, Meng, H (2003) About the dynamic strength enhancement of concrete-like materials in a split Hopkinson pressure bar test. International Journal of Solids and Structures40(2): 343–360. Google Scholar Crossref ISI |
Low, HY, Hao, H (2001) Reliability analysis of reinforced concrete slabs under explosive loading. Structural Safety23(2): 157–178. Google Scholar Crossref ISI |
Lu, Y (2009) Modelling of concrete structures subjected to shock and blast loading: an overview and some recent studies. Structural Engineering and Mechanics32(2): 235–249. Google Scholar Crossref ISI |
Lu, Y, Li, Q (2011) About the dynamic uniaxial tensile strength of concrete-like materials. International Journal of Impact Engineering38(4): 171–180. Google Scholar Crossref ISI |
Luccioni, B, Ambrosini, R, Danesi, R (2004) Analysis of building collapse under blast loads. Engineering Structures26(1): 63–71. Google Scholar Crossref ISI |
Luccioni, B, Aráoz, G, Labanda, N (2013) Defining erosion limit for concrete. International Journal of Protective Structures4(3): 315–340. Google Scholar SAGE Journals |
Lucy, LB (1977) A numerical approach to the testing of the fission hypothesis. The Astronomical Journal82: 1013–1024. Google Scholar Crossref ISI |
McShane, GJ, Deshpande, VS, Fleck, NA (2013) A laboratory-scale buried charge simulator. International Journal of Impact Engineering62(0): 210–218. Google Scholar Crossref ISI |
McVay, MK (1988) Spall damage of concrete structures. Technical report SL-88-22 (DTIC Document), June. Washington, DC: Department of the Army. Google Scholar |
Malvar, LJ, Crawford, JE (1998) Dynamic increase factors for concrete (ANSI Std.). In: Proceedings of the 28th DDESB seminar, Orlando, FL, 10–12 August 1998, pp. 1–17. PN. Google Scholar |
Malvar, LJ, Crawford, JE, Wesevich, JW. (1997) A plasticity concrete material model for DYNA3D. International Journal of Impact Engineering19(9): 847–873. Google Scholar Crossref ISI |
Manufacturing Chemists Association (1978) Siting and construction of new control houses for chemical manufacturing plants. Safety guide SG-22. Washington, DC: Manufacturing Chemists Association. Google Scholar |
Mazars, J (1986) A description of micro-and macroscale damage of concrete structures. Engineering Fracture Mechanics25(5): 729–737. Google Scholar Crossref ISI |
Mills, C (1987) The design of concrete structure to resist explosions and weapon effects. In: Proceedings of the 1st international conference on concrete for hazard protections, Edinburgh, 27–30 September, pp. 61–73. Google Scholar |
Morrill, KB, Crawford, JE, Brewer, TR. (2015) Numerical analysis, modeling and testing of a full-scale structure subject to VBIED loading. In: Proceedings of the 3rd international conference on protective structures (ICPS3), Newcastle, NSW, Australia, 3–6 February. Google Scholar |
Mostaghel, N (2003) Blast load simulation system. Patent 6536258 B1, USA. Google Scholar |
Mougeotte, C, Carlucci, P, Recchia, S. (2010) Novel approach to conducting blast load analyses using Abaqus/Explicit-CEL (DTIC document). In: Army Research Development and Engineering Center Picatinny Arsenal, NJ, 2010. Google Scholar |
Neuberger, A, Peles, S, Rittel, D (2007) Scaling the response of circular plates subjected to large and close-range spherical explosions. Part I: air-blast loading. International Journal of Impact Engineering34(5): 859–873. Google Scholar Crossref ISI |
Neville, AM (1995) Properties of concrete. Longman. Google Scholar |
Ngo, T, Lumantarna, R, Mendis, P (2012) Protective structures research at the University of Melbourne. Australian Journal of Structural Engineering13(1): 43. Google Scholar Crossref |
Niollet, J, Yuen, SCK, Nurick, G (2015) A study to assess the use of cylindrical bars as blast barriers. International Journal of Protective Structures6(2): 263–286. Google Scholar SAGE Journals ISI |
Nurick, G, Langdon, G, Chi, Y. (2009) Behaviour of sandwich panels subjected to intense air blast. Part 1: experiments. Composite Structures91(4): 433–441. Google Scholar Crossref ISI |
Ortiz, M, Pandolfi, A (1999) Finite-deformation irreversible cohesive elements for three-dimensional crack-propagation analysis. International Journal for Numerical Methods in Engineering44: 1267–1282. Google Scholar Crossref ISI |
Ožbolt, J, Sharma, A, İrhan, B. (2014) Tensile behavior of concrete under high loading rates. International Journal of Impact Engineering69: 55–68. Google Scholar Crossref ISI |
Pelessone, D, Cusatis, G, Baylot, JT (2007) Application of the lattice discrete particle model (LDPM) to simulate the effects of munitions on reinforced concrete structures. In: Proceedings of the 12th international symposium on interaction of the effects of munitions with structures, Orlando, FL, 17–21 September. Google Scholar |
Pereira, JM, Campos, J, Lourenço, PB (2015) Masonry infill walls under blast loading using confined underwater blast wave generators (WBWG). Engineering Structures92(0): 69–83. Google Scholar Crossref ISI |
Rabczuk, T, Belytschko, T (2006) Application of particle methods to static fracture of reinforced concrete structures. International Journal of Fracture137(1–4): 19–49. Google Scholar Crossref ISI |
Rabczuk, T, Eibl, J (2006) Modelling dynamic failure of concrete with meshfree methods. International Journal of Impact Engineering32(11): 1878–1897. Google Scholar Crossref ISI |
Rabczuk, T, Eibl, J, Stempniewski, L (2004) Numerical analysis of high speed concrete fragmentation using a meshfree Lagrangian method. Engineering Fracture Mechanics71(4): 547–556. Google Scholar Crossref ISI |
Rabczuk, T, Xiao, SP, Sauer, M (2006) Coupling of mesh-free methods with finite elements: basic concepts and test results. Communications in Numerical Methods in Engineering22(10): 1031–1065. Google Scholar Crossref |
Reinhardt, HW (1982) Concrete under impact loading, tensile strength and bond. HERON27(3), 1982. Google Scholar |
Reinhardt, HW, Rossi, P, van Mier, JG (1990) Joint investigation of concrete at high rates of loading. Materials and Structures23(3): 213–216. Google Scholar Crossref |
Riedel, W, Thoma, K, Hiermaier, S (1999) 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, 3 May, pp. 315–322. Google Scholar |
Rinehart, EJ, Henny, RW, Thomsen, JM. (2010) DTRA weapons effects testing: a thirty year perspective. Defense Threat Reduction Agency Kirtland AFB NM Test Technology DIV, 4October. Google Scholar |
Ritzel, D, Matthews, K (1997) An adjustable explosion-source model for CFD blast calculations. In: Proceedings of the 21st international symposium on shock waves, Great Keppel Island, QLD, Australia, 20 July, pp. 97–102. Google Scholar |
Robert, SD, Johnson, CF (2009) Blast response of conventional and high performance reinforced concrete panels. Structures Congress2009: 1142–1150. Google Scholar |
Ross, CA, Jerome, DM, Tedesco, JW. (1996) Moisture and strain rate effects on concrete strength. Materials Journal93(3): 293–300. Google Scholar ISI |
Rossi, P (1991) A physical phenomenon which can explain the mechanical behaviour of concrete under high strain rates. Materials and Structures24(6): 422–424. Google Scholar Crossref ISI |
Schenker, A, Anteby, I, Gal, E. (2008) Full-scale field tests of concrete slabs subjected to blast loads. International Journal of Impact Engineering35(3): 184–198. Google Scholar Crossref ISI |
Shi, Y, Hao, H, Li, Z-X (2007) Numerical simulation of blast wave interaction with structure columns. Shock Waves17(1–2): 113–133. Google Scholar Crossref ISI |
Shi, Y, Hao, H, Li, Z-X (2008) Numerical derivation of pressure–impulse diagrams for prediction of RC column damage to blast loads. International Journal of Impact Engineering35(11): 1213–1227. Google Scholar Crossref ISI |
Smith, PD, Rose, TA (2006) Blast wave propagation in city streets – an overview. Progress in Structural Engineering and Materials8(1): 16–28. Google Scholar Crossref |
Stewart, L, Freidenberg, A, Rodriguez-Nikl, T. (2014) Methodology and validation for blast and shock testing of structures using high-speed hydraulic actuators. Engineering Structures70: 168–180. Google Scholar Crossref ISI |
Sulsky, D, Chen, Z, Schreyer, HL (1994) A particle method for history-dependent materials. Computer Methods in Applied Mechanics and Engineering118(1): 179–196. Google Scholar Crossref ISI |
Tekalur, SA, Shukla, A, Shivakumar, K (2008) Blast resistance of polyurea based layered composite materials. Composite Structures84(3): 271–281. Google Scholar Crossref ISI |
US Department of Defense (2002) Design and analysis of hardened structures to conventional weapon effects. Report no. UFC 3-340-01, June. Washington, DC: Unified Facilities Criteria. Google Scholar |
US Department of Defense (2008) Structures to resist the effects of accidental explosions. Report no. UFC 3-340-02, December. Washington, DC: Unified Facilities Criteria. Google Scholar |
US Department of Defense (2009) Design of Buildings to Resist Progressive Collapse. July. Washington, DC: Unified Facilities Criteria. Google Scholar |
US Department of Defense (2012) DoD minimum antiterrorism standards for buildings. Report no. UFC 4-010-01, February. Washington, DC: Unified Facilities Criteria. Google Scholar |
Van den Berg, A (1985) The multi-energy method: a framework for vapour cloud explosion blast prediction. Journal of Hazardous Materials12(1): 1–10. Google Scholar Crossref ISI |
Vignjevic, R, Campbell, J, Libersky, L (2000) A treatment of zero-energy modes in the smoothed particle hydrodynamics method. Computer Methods in Applied Mechanics and Engineering184(1): 67–85. Google Scholar Crossref ISI |
Wang, M, Hao, H, Ding, Y. (2009) Prediction of fragment size and ejection distance of masonry wall under blast load using homogenized masonry material properties. International Journal of Impact Engineering36(6): 808–820. Google Scholar Crossref ISI |
Wang, W, Zhang, D, Lu, F. (2012) Experimental study on scaling the explosion resistance of a one-way square reinforced concrete slab under a close-in blast loading. International Journal of Impact Engineering49: 158–164. Google Scholar Crossref ISI |
Wang, Y, Liew, JR, Lee, SC (2015) Experimental and numerical studies of non-composite Steel–Concrete–Steel sandwich panels under impulsive loading. Materials & Design81: 104–112. Google Scholar Crossref ISI |
Wang, Z, Lu, Y, Hao, H. (2005) A full coupled numerical analysis approach for buried structures subjected to subsurface blast. Computers & Structures83(4): 339–356. Google Scholar Crossref ISI |
Wei, J, Dharani, LR (2005) Fracture mechanics of laminated glass subjected to blast loading. Theoretical and Applied Fracture Mechanics44(2): 157–167. Google Scholar Crossref ISI |
Woodson, SC, Baylot, JT (1999) Structural Collapse: Quarter-Scale Model Experiments (DTIC document). Vicksburg, MS: Engineering Research and Development Center, US Army Corps of Engineers. Google Scholar Crossref |
Wu, C, Fattori, G, Whittaker, A. (2010a) Investigation of air-blast effects from spherical- and cylindrical-shaped charges. International Journal of Protective Structures1(3): 345–362. Google Scholar SAGE Journals |
Wu, C, Huang, L, Oehlers, DJ (2010b) Blast testing of aluminum foam–protected reinforced concrete slabs. Journal of Performance of Constructed Facilities25(5): 464–474. Google Scholar Crossref ISI |
Wu, C, Oehlers, DJ, Wachl, J. (2007) Blast testing of RC slabs retrofitted with NSM CFRP plates. Advances in Structural Engineering10(4): 397–414. Google Scholar SAGE Journals ISI |
Xu, X-P, Needleman, A (1994) Numerical simulations of fast crack growth in brittle solids. Journal of the Mechanics and Physics of Solids42(9): 1397–1434. Google Scholar Crossref ISI |
Yan, D, Lin, G (2006) Dynamic properties of concrete in direct tension. Cement and Concrete Research36(7): 1371–1378. Google Scholar Crossref ISI |
Yuen, SCK, Nurick, G (2005) Experimental and numerical studies on the response of quadrangular stiffened plates. Part I: subjected to uniform blast load. International Journal of Impact Engineering31(1): 55–83. Google Scholar Crossref ISI |
Zhang, M, Wu, H, Li, Q. (2009) Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests. Part I: experiments. International Journal of Impact Engineering36(12): 1327–1334. Google Scholar Crossref ISI |
Zhou, F, Molinari, J-F, Ramesh, K (2005) A cohesive model based fragmentation analysis: effects of strain rate and initial defects distribution. International Journal of Solids and Structures42(18): 5181–5207. Google Scholar Crossref ISI |
Zhou, XQ, Hao, H (2008) Prediction of airblast loads on structures behind a protective barrier. International Journal of Impact Engineering35(5): 363–375. Google Scholar Crossref ISI |
Zhou, XQ, Hao, H (2009) Mesoscale modelling and analysis of damage and fragmentation of concrete slab under contact detonation. International Journal of Impact Engineering36(12): 1315–1326. Google Scholar Crossref ISI |
Zong, R, Hao, H, Shi, Y (2015) Numerical analysis and design of a new fence type blast wall for blast protection. In: Proceedings of the 11th international conference on shock and impact loads on structures, Ottawa, ON, Canada, 14–15 May. Google Scholar |