Details

Title

Analysis of the structural response of Beirut port concrete silos under blast loading

Journal title

Archives of Civil Engineering

Yearbook

2021

Volume

vol. 67

Issue

No 3

Affiliation

Ismail, Sahar Ali : Civil Engineering Department, Saint Joseph University of Beirut, Beirut 17-5208, Lebanon ; Raphael, Wassim : Civil Engineering Department, Saint Joseph University of Beirut, Beirut 17-5208, Lebanon ; Durand, Emmanuel : Amann Engineering, Geneva 1212, Switzerland ; Kaddah, Fouad : Civil Engineering Department, Saint Joseph University of Beirut, Beirut 17-5208, Lebanon ; Geara, Fadi : Civil Engineering Department, Saint Joseph University of Beirut, Beirut 17-5208, Lebanon

Authors

Keywords

Blast loading ; Concrete failure ; finite element analysis ; Soil-Structure-Foundation Interaction

Divisions of PAS

Nauki Techniczne

Coverage

619-638

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliography


[1] How a Massive Bomb Came Together in Beirut’s Port, The New York Times, https://www.nytimes.com/interactive/2020/09/09/world/middleeast/beirut-explosion, 2020.
[2] How powerful was the Beirut blast Reuters Graphics, https://graphics.reuters.com/LEBANON-SECURITY/BLAST/yzdpxnmqbpx/, 2020.
[3] A. Bauer, A. King and R. Heater, The detonation properties of ammonium nitrate perils, Department of Mining and Engineering, Queens University, Canada, 1978.
[4] A. King, A. Bauer and R. Heater, The explosion hazards of ammonium nitrate and ammonium nitrate based fertilizer compositions, Department of Mining and Engineering, Queen’s University report to the Canadian Fertilizer Institute and Contributing Bodies, Canada, 1982.
[5] DIRECTIVE 2012/18/EU, The control of major-accident hazards involving dangerous substances, 406 amending and subsequently repealing Council Directive 96/82/EC, 2012.
[6] S. E. Rigby, T. J. Lodge, S. Alotaibi, A. D. Barr, S. D. Clarke, G. S. Langdon and A. Tyas, “Preliminary yield estimation of the 2020 Beirut explosion using video footage from social media”, Shock Waves, 2020. https://doi.org/10.1007/ s00193-020-00970-z
[7] J. Diaz, “Explosion analysis from images: Trinity and Beirut”, in: arXiv preprint arXiv:2009.05674, 2020.
[8] C. Aouad, W. Chemissany, P. Mazzali, Y. Temsah and A. Jahami, “Beirut explosion: Energy yield from the fireball time evolution in the first 230 milliseconds”, in: arXiv preprint arXiv:2010.13537, 2020.
[9] C. Stennett, S. Gaulter and J. Akhavan, “An estimate of the TNT-equivalent net explosive quantity (NEQ) of the Beirut Port explosion using publicly-available tools and data”, Journal of Propellants, Explosives, Pyrotechnics vol. 45, pp. 1675–1679, 2020. https://doi.org/10.1002/prep.202000227
[10] H. Pasman, C. Fouchier, S. Park, N. Quddus and D. Laboureur, “Beirut ammonium nitrate explosion: Are not we really learning anything”, Journal of Process Safety, vol. 39, p. 12203, 2020. https://doi.org/10.1002/prs.12203
[11] G. Valsamos, M. Larcher and F. Casadei, “Beirut explosion 2020: A case study for a large-scale urban blast simulation”, Journal of Safety Science, vol. 137, pp. 105190, 2021. https://doi.org/10.1016/j.ssci.2021.105190
[12] M 3.3 Explosion – 1 km ENE of Beirut, Lebanon, USGS, https://earthquake.usgs.gov/earthquakes/eventpage/us6000b9bx/executive, 2020.
[13] M. Rayhani and M. El Naggar, “Numerical modeling of seismic response of rigid foundation on soft soil”, International Journal of Geomechics, vol. 8, pp. 336–346, 2008. https://doi.org/10.1061/(ASCE)1532-3641(2008)8:6(336)
[14] A. Shehata, M. Ahmed and T. Alazrak, “Evaluation of soil-foundation-structure interaction effects on seismic response demands of multi-story MRF buildings on raft foundations”, International Journal of Advanced Structural Engineering, vol. 7, pp. 11–30, 2015. https://doi.org/10.1007/s40091-014-0078-x
[15] J. Rusek , L. Słowik , K. Firek and M. Pitas, “Determining the dynamic resistance of existing steel industrial hall structures for areas with different seismic activity”, Archives of Civil Engineering, LXVI vol. 4, pp. 525–542, 2020. http://dx.doi.org/10.24425/ace.2020.135235
[16] D. Mendez, Stunned Salvador suffers second deadly quake in a month, The BG News, http://media.www.bgnews.com/media/storage/paper883/news/2001/02/14/World/Stunned.Salvador. Suffers Second Deadly Quake In A Month-1283510.shtm, 2001 (accessed Jan. 22, 2008).
[17] K. Patel , A. Goswami and S. Adhikary, “Response characterization of highway bridge piers subjected to blast loading”, Structural Concrete, vol. 21, no. 6, pp. 2377–2395, 2020. https://doi.org/10.1002/suco.201900286
[18] M. Ismail, Y. Ibrahim, M. Nabil and M.M. Ismail, “Response of a 3-D reinforced concrete structure to blast loading”, International Journal of Advanced Applied Sciences, vol. 4, no. 10, pp. 46–53, 2017. https://doi.org/10.21833/ijaas.2017.010.008
[19] F. Fu, “Dynamic response and robustness of tall buildings under blast loading”, Journal of Construction and Steel Research, vol. 80, pp. 299–307, 2013. https://doi.org/10.1016/j.jcsr.2012.10.001
[20] R. Mudragada and S. Mishra, “Effect of blast loading and resulting progressive failure of a cable-stayed bridge”. SN Applied Sciences, vol. 3, p. 322, 2021. https://doi.org/10.1007/s42452-021-04145-y
[21] C. Zhao, Y. Liu , P. Wang, M. Jiang, J. Zhou, X. Kong, Y. Chen and F. Jin, “Wrapping and anchoring effects on CFRP strengthened reinforced concrete arches subjected to blast loads”, Structural Concrete, 2020. https://doi.org/10.1002/suco.202000394
[22] W. Wang, R. Liu and B. Wu, “Analysis of a bridge collapsed by an accidental blast loads”, Engineering Failure Analysis, vol. 36, pp. 353–361, 2014. https://doi.org/10.1016/j.engfailanal.2013.10.022
[23] D. Dunkman, A. Yousef, P. Karve and E. Williamson, Blast performance of prestressed concrete panels, Proc. 2009 Structures Congress, “Don’t Mess with Structural Engineers: Expanding Our Role”, Austin, Texas, pp. 1297–1306, 2009.
[24] W. Raphael, R. Faddoul, R. Feghaly and A. Chateauneuf, “Analysis of Roissy airport Terminal 2E collapse using deterministic and reliability assessments”, Engineering Failure Analysis, vol. 20, pp. 1–8, 2012. https://doi.org/10.1016/j.engfailanal.2011.10.001
[25] A. Edalati and H. Tahghighi, “Investigating the performance of isolation systems in improving the seismic behavior of urban bridges. a case study on the Hesarak bridge”, Archives of Civil Engineering LXV vol. 4, pp. 155–175, 2019. http://doi.org/10.7428/acc-2019-0052
[26] R. Faddoul, W. Raphael, A.H. Soubra and A. Chateauneuf, “Incorporating Bayesian networks in markov decision processes”, Journal of Infrastructure System, vol. 19, no. 4, pp. 415–424, 2013. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000134
[27] W. Raphael, E. Zgheib and A. Chateauneuf, “Experimental investigations and sensitivity analysis to explain the large creep of concrete deformations in the bridge of Cheviré”, Case Studies in Construction Materials, vol. 9, 2018. https://doi.org/10.1016/j.cscm.2018.e00176
[28] W. Raphael, R. Faddoul, F. Geara and A. Chateauneuf, “Improvements to the Eurocode 2 shrinkage model for concrete using a large experimental database”, Structural Concrete, vol. 13, pp. 174–181, 2012. https://doi.org/10.1002/suco.201100029
[29] K. Kawashima, Y. Takahashi, H. Ge, Z. Wu and J. Zhang, “Reconnaissance report on damage of bridges in 2008 Wenchuan, China, earthquake”, Journal of Earthquake Engineering, vol. 13, pp. 956–998, 2009. https://doi.org/10.1080/13632460902859169
[30] Beirut silos at heart of debate about remembering port blast, AP news, https://apnews.com/article/international-news-beirut-lebanon-3aec16ceeebca5b6b2b132aed3cd49d8, 2020 (accessed December 10, 2020).
[31] Lebanon navigates food challenge with no grain silo and few stocks, TBS news, https://tbsnews.net/world/global-economy/lebanon-navigates-food-challenge-no-grain-silo-and-few-stocks-116467, 2020 (accessed August 7, 2020).
[32] H.W. Stephens, The Texas City Disaster 1947, University of Texas Press, Texas, USA, 1997.
[33] S. Mannan, Lees’ Loss Prevention in the Process Industries. Hazard Identification, Assessment 396 and Control, Elsevier, Third Ed., Oxford, United Kingdom, 2005.
[34] R.J. Mainiero and J.H. Rowland, A review of recent accidents involving explosives transport, National Institute for Occupational Safety and Health (NIOSH), Pittsburgh Research Laboratory, 2007.
[35] REPORT 2013-02-I-TX , U.S. chemical safety and hazard investigation board, Investigation report, 400 West fertilizer company fire and explosion, 2016.
[36] M. Bandera, Beirut port silos scan reconstruction - 3D model, Silos Expertise Group, Lebanon Ministry of Commerce, 2021. https://sketchfab.com/models/75059e566100492996630bd3c800d951/embed
[37] Abaqus [Computer Software]. Simulia, Inc.
[38] M. E. Hafezolghorani, F. Hijazi and R. Vaghei, “Simplified damage plasticity model for concrete”, Journal of Structural Engineering, vol. 27, 2017. https://doi.org/10.2749/101686616X1081
[39] Eurocode 4, Actions on structures, EN 1991-4, 2006.
[40] The Beirut Port Explosion, Forensic Architecture, https://forensic417architecture.org/investigation/beirut-port-explosion, 2020 (accessed 16 November 2020).
[41] T. Krauthammer, Modern Protective Structures, CRC Press, Taylor & Francis Group, 2008.
[42] HSE, Safety Report Assessment Guide: Chemical warehouses – Hazards, Health and Safety Executive, United Kingdom, 2012.
[43] Eurocode 2, Design of concrete structures, EN 1992-1-1, 2004.

Date

2021.09.08

Type

Article

Identifier

DOI: 10.24425/ace.2021.138074
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