Xuan Bang Nguyen, Viet-Chinh MaiThis email address is being protected from spambots. You need JavaScript enabled to view it., and Cong Binh Dao
Institute of Techniques for Special Engineering (ITSE), Le Quy Don Technical University, Ha Noi, Viet Nam
Received: August 29, 2023 Accepted: February 4, 2024 Publication Date: April 14, 2024
Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.
The scarcity of available land in major cities has recently generated a considerable increase in the construction of tall buildings. Consequently, the study of high-rise buildings under blast or impact loading, resulting from accidental or intentional actions, has become essential. The understanding regarding the way high-rise buildings respond to such conditions remains limited owing to the complexity involved with the nonlinear behavior of materials and the overall response of three-dimensional structures. It is almost impossible to conduct a comprehensive test on a high-rise structure that is subjected to an explosion. However, the remarkable capabilities of advanced software enable researchers to simulate the response of complex structures, such as high-rise buildings, under extreme blast loading. In this study, a 12-floor building subjected to high explosion is analyzed using a coupled analysis that incorporates an erosion algorithm with the Lagrange formulation for solid materials and the Eulerian formulation for the gas medium. Blast loading analysis, the nonlinear behavior of ultra-high-performance fiber-reinforced concrete (UHPFRC), and the reaction of high-rise structures to blast occurrences are some of the key structural engineering issues that are addressed in the research. The main contribution of this study is to increase the understanding of the way blasts behave in complex structures and promote the use of UHPFRC concrete-filled steel columns to increase high-rise buildings’ blast resistance.
[1] I. Institute for Economics & Peace. Global Terrorism Index 2019: Measuring the Impact of Terrorism. Tech. rep. 2019, 101.
[2] S. Al-hajj, H. R. Dhaini, S. Mondello, and H. Kaafarani, (2021) “Beirut Ammonium Nitrate Blast : Analysis , Review , and Recommendations" 9(June): 1–11. DOI: 10.3389/fpubh.2021.657996.
[3] B. M. Luccioni, R. D. Ambrosini, R. F. Danesi, and J. B. Tera, (2004) “Analysis of building collapse under blast loads" 26: 63–71. DOI: 10.1016/j.engstruct.2003.08.011.
[4] Y. T. Youpo Su and Xiaosheng Song, “Progressive Collapse Resistance of Axially-Restrained Frame Beams" ACI Structural Journal 106(5): DOI: 10.14359/51663100.
[5] B. Keane, P. Esper, and C. Bond, (2009) “Forensic investigation of blast damage to British buildings" (November 2014): DOI: 10.1680/cien.2009.162.5.4.
[6] L. Kwasniewski, (2010) “Nonlinear dynamic simulations of progressive collapse for a multistory building" Engineering Structures 32(5): 1223–1235. DOI: 10.1016/j.engstruct.2009.12.048.
[7] R. Ullah, Y. Qiang, J. Ahmad, N. I. Vatin, and M. A. El-Shorbagy, (2022) “Ultra-High-Performance Concrete (UHPC): A State-of-the-Art Review" Materials 15(12): 1–27. DOI: 10.3390/ma15124131.
[8] F. U. A. Shaikh, S. Luhar, H. ¸S. Arel, and I. Luhar, (2020) “Performance evaluation of Ultrahigh performance fibre reinforced concrete – A review" Construction and Building Materials 232: DOI: 10.1016/j.conbuildmat.2019.117152.
[9] M. Pang, G. Yan, J. Li, and M. Zhou, (2023) “Use Of RBF Model In GOA And MPA Optimizers To Estimate The Compressive Strength Of Concrete In The HPC Model" Journal of Applied Science and Engineering 26(10): 1427–1439. DOI: 10.6180/jase.202310_26(10).0008.
[10] J. Liu, J. Li, J. Fang, K. Liu, Y. Su, and C. Wu, (2022) “Investigation of ultra-high performance concrete slabs under contact explosions with a calibrated K&C model" Engineering Structures 255: 113958. DOI: https: //doi.org/10.1016/j.engstruct.2022.113958.
[11] , (2020) “Research on dynamic constitutive model of ultrahigh performance fiber-reinforced concrete" Construction and Building Materials 234: 117386. DOI: 10.1016/j.conbuildmat.2019.117386.
[12] N. Das and P. Nanthagopalan, (2022) “State-of-theart review on ultra high performance concrete - Ballistic and blast perspective" Cement and Concrete Composites 127: 104383. DOI: https: //doi.org/10.1016/j.cemconcomp.2021.104383.
[13] D.-S. Cheng, C.-W. Hung, and S.-J. Pi, (2013) “Numerical Simulation of Near-Field Explosion" Journal of Applied Science and Engineering 16(1): 61–67. DOI: 10.6180/jase.2013.16.1.09.
[14] M. Shuaib and O. Daoud, (2015) “Numerical modelling of reinforced concrete slabs under blast loads of close-in detonations using the lagrangian approach" Journal of Physics: Conference Series 628(1): DOI: 10.1088/1742-6596/628/1/012065.
[15] M. Larchera and F. Casadeia. Explosions in complex geometries - A comparison of several approaches. 1. 2. 2010, 169–196. DOI: 10.1260/2041-4196.1.2.169.
[17] N. Anandavalli, N. Lakshmanan, N. R. Iyer, and A. Prakash, (2012) “Behaviour of a Blast Loaded Laced Reinforced Concrete Structure" Defence Science Journal, 62(5): 284–289. DOI: https: //doi.org/10.14429/dsj.62.820.
[18] C. Dassault Systemes Simulia. Abaqus/CAE User’s Guide.
[19] N. Birnbaum, N. Francis, and B. Gerber, (1999) “Coupled techniques for the simulation of fluid-structure and impact problems" Computer Assisted Mechanics and Engineering Sciences 6:
[20] A. N. Lloyd, D. K. Miller, H. Pan, and J. Cogar, (2012) “Coupled Euler-La Grange simulation for overpressure structural response" 1096: 1093–1096. DOI: 10.1063/1.3686469.
[22] N. Mejia, R. Mejia, and T. Toulkeridis. Characterization of Blast Wave Parameters in the Detonation Locus and Near Field for Shaped Charges. 2022. DOI: 10.3390/math10183261.
[23] D. J. Benson, (1992) “Computational methods in Lagrangian and Eulerian hydrocodes" Computer Methods in Applied Mechanics and Engineering 99(2-3): 235–394. DOI: 10.1016/0045-7825(92)90042-I.
[24] E. L. Lee, H. C. Hornig, and J. W. Kury, (1968) “Adiabatic expansion of high explosive detonation products" (No. UCRL-50422):
[25] B. M. Dobratz, (1972) “Properties of chemical explosives and explosive simulants" Lawrence Livermore National Laboratory 1: 1–334.
[26] T. J. Holmquist, G. R. Johnson, and W. H. Cook. “A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures”. In: Proc. 14th International Symposium on Ballistics, Quebec. 1993.
[27] R. Yu, P. Spiesz, and H. J. H. Brouwers, (2013) “Numerical Simulation of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) under High Velocity Impact of Deformable Projectile" Distribution A: For Public Release: 1–10.
[28] J. S. Díaz and S. E. Rigby, (2022) “Blast wave kinematics: theory, experiments, and applications" Shock Waves 32(5): 405–415. DOI: 10.1007/s00193-022-01089-z.
[29] G. De Cubber. “Explosive drones: How to deal with this new threat?” In: 2019. DOI: 10.5281/zenodo.2628751.
[30] B. Luccioni, D. Ambrosini, and R. Danesi, (2006) “Blast load assessment using hydrocodes" Engineering Structures 28(12): 1736–1744. DOI: 10.1016/j.engstruct.2006.02.016.
[31] Z. Aman, Z. Weixing, W. Shiping, and F. Linhan, (2011) “Dynamic response of the non-contact underwater explosions on naval equipment" Marine Structures 24(4): 396–411. DOI: 10.1016/j.marstruc.2011.05.005.
[32] G. Wang and S. Zhang, (2014) “Damage prediction of concrete gravity dams subjected to underwater explosion shock loading" Engineering Failure Analysis 39: 72– 91. DOI: 10.1016/j.engfailanal.2014.01.018.
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