[1] F. Cirianni, G. Leonardi, and F. Scopelliti, “A methodology for assessing the seismic vulnerability of highway systems”, in: AIP Conference Proceedings, vol. 1020, no. 1, American Institute of Physics, pp. 864–871, 2008, DOI: 10.1063/1.2963925.
[2] J. Liu, Q. Yan, and J.Wu, “Analysis of blast wave propagation inside tunnel”, Transactions of Tianjin University, vol. 14, no. 5, pp. 358–362, 2008, DOI: 10.1007/s12209-008-0061-3.
[3] A. Van den Berg, and J. Weerheijm, “Blast phenomena in urban tunnel systems”, Journal of Loss Prevention in the Process Industries, vol. 19, no. 6, pp. 598–603, 2006, DOI: 10.1016/j.jlp.2006.03.001.
[4] D.B. Chang and C.S. Young, “Probabilistic estimates of vulnerability to explosive overpressures and impulses”, Journal of Physical Security, vol. 4, no. 2, pp. 10–29, 2010.
[5] M. Buonsanti, G. Leonardi, and F. Scopelliti, “3-D Simulation of shock waves generated by dense explosive in shell structures”, Procedia Engineering, vol. 10, pp. 1554–1559, 2011, DOI: 10.1016/j.proeng.2011.04.259.
[6] M. Buonsanti and G. Leonardi, “3-D simulation of tunnel structures under blast loading”, Archives of Civil and Mechanical Engineering, vol. 13, no. 1, pp. 128–134, 2013, DOI: 10.1016/j.acme.2012.09.002.
[7] ABAQUS Inc., ABAQUS Example Manual, 2014.
[8] ABAQUS Inc., ABAQUS Theory Manual, 2014.
[9] ABAQUS Inc., ABAQUS Analysis Manual, 2014.
[10] M.Nawar et al., “Numerical analysis of underground tunnels subjected to surface blast loads”, Frattura ed Integrità Strutturale, vol. 15, no. 55, pp. 159–173, 2020, DOI: 10.3221/IGF-ESIS.55.12.
[11] T. Lie and V. Kodur, “Thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures”, Canadian Journal of Civil Engineering, vol. 23, no. 2, pp. 511–517, 1996, DOI: 10.1139/l96-055.
[12] M.G. Van Geem, J. Gajda, and K. Dombrowski, “Thermal properties of commercially available high-strength concretes”, Cement, Concrete and Aggregates, vol. 19, no. 1, pp. 38–54, 1997, DOI: 10.1520/cca10020j.
[13] V. Kodur and M. Sultan, “Effect of temperature on thermal properties of high-strength concrete”, Journal of Materials in Civil Engineering, vol. 15, no. 2, pp. 101–107, 2003, DOI: 10.1061/(ASCE)0899-1561(2003)15:2(101).
[14] V.K. Kodur, M. Dwaikat, and M. Dwaikat, “High-temperature properties of concrete for fire resistance modeling of structures”, ACI Materials Journal, vol. 105, no. 5, p. 517, 2008.
[15] L. Guo, L. Guo, L. Zhong, and Y. Zhu, “Thermal conductivity and heat transfer coefficient of concrete”, Journal of Wuhan University of Technology, Materials Science Edition, vol. 26, no. 4, pp. 791–796, 2011, DOI: 10.1007/s11595-011-0312-3.
[16] V. Kodur, “Properties of concrete at elevated temperatures”, International Scholarly Research Notices, vol. 2014, 2014, DOI: 10.1155/2014/468510.
[17] European Committee, “Eurocode2: Design of concrete structures-Part 1-2: General rules-Structural fire design”, ENV 1992-1-2, 1995.
[18] J. Zehfuß et al., “Evaluation of Eurocode 2 approaches for thermal conductivity of concrete in case of fire”, Civil Engineering Design, vol. 2, no. 3, pp. 58–71, 2020.
[19] UNI 9502:2001 – Analytical fire resistance assessment of reinforced concrete and prestressed concrete structural elements, UNI – Ente Nazionale Italiano di Unificazione, Milano, Italy, 2001.
[20] T. Jankowiak and T. Lodygowski, “Identification of parameters of concrete damage plasticity constitutive model”, Foundations of civil and environmental engineering, vol. 6, no. 1, pp. 53–69, 2005.
[21] J.S. Tyau, “Finite element modeling of reinforced concrete using 3-dimensional solid elements with discrete rebar”, (Master of Science), Brigham Young University, 2009.
[22] Y. Dere and M.A. Koroglu, “Nonlinear FE modeling of reinforced concrete”, International Journal of Structural and Civil Engineering Research, vol. 6, no. 1, pp. 71–74, 2017.
[23] F. Lo Monte, N. Kalaba, and P. Bamonte, “On the extension of a plastic-damage model to high temperature and fire”, in IFireSS 2017-2nd International Fire Safety Symposium, Doppiavoce, pp. 703–710, 2017.
[24] N. Wahid, T. Stratford, and L. Bisby, “Calibration of concrete damage plasticity model parameters for high temperature modelling of reinforced concrete flat slabs in fire”, Applications of Structural Fire Engineering, Singapore, 2019.
[25] A.S. Genikomsou and M.A. Polak, “Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS”, Engineering Structures, vol. 98, pp. 38–48, 2015, DOI: 10.1016/j.engstruct. 2015.04.016.
[26] Forschungsgesellschaft für Straßen – und Verkehrswesen, Richtlinien für Ausstattung und Betrieb von Tunneln (RABT). Ausgabe, 1985.
[27] M. Masellis, “Fire disaster in a motorway tunnel”, Annals of Burns and Fire Disasters, vol. 10, no. 4, pp. 233–240, 1997.
[28] R.J. Proctor, “The San Fernando Tunnel explosion, California”, Engineering Geology, vol. 67, no. 1–2, pp. 1–3, 2002.
[29] S. Brambilla and D. Manca, “The viareggio LPG railway accident: event reconstruction and modelling”, Journal of Hazardous Materials, vol. 182, no. 1–3, pp. 346–357, 2010, DOI: 10.1016/j.jhazmat.2010.06.039.
[30] H. Ingason, Y.Z. Li, and A. Lönnermark, “Runehamar tunnel fire tests”, Fire Safety Journal, vol. 71, pp. 134–149, 2015.
[31] Instituut TNO voor Bouwmaterialen en Bouwconstructies, Rapport betreffende de beproeving van het gedrag van twee isolatiematerialenter bescherming van tunnels tegen brand (Rapport B-80-33). Delft, The Netherlands, 1980.
[32] B. Hemmatian, E. Planas, and J. Casal, “Fire as a primary event of accident domino sequences: the case of BLEVE”, Reliability Engineering and System Safety, vol. 139, pp. 141–148, 2015, DOI: 10.1016/j.ress.2015. 03.021.
[33] K.J. Root, “Development and verification of a confined discretized solid flame model for calculating heat flux on concrete tunnel liners”, 2018.
[34] H.R.Weibull, “Pressures recorded in partially closed chambers at explosion of TNT charges”, NYASA, vol. 152, no. 1, pp. 357–361, 1968, DOI: 10.1111/j.1749-6632.1968.tb11987.x.
[35] D.R. Curran, “Underground storage of ammunition: experiments concerning accidental detonation in an underground chamber”, Norwegian Defence Construction Service, 1966.
[36] A.C. Smith and M.J. Sapko, “Detonation wave propagation in underground mine entries”, Journal of the Mine Ventilation Society of South Africa, vol. 58, pp. 20–25, 2005.
[37] M. Silvestrini, B. Genova, and F. Leon Trujillo, “Energy concentration factor. A simple concept for the prediction of blast propagation in partially confined geometries”, Journal of Loss Prevention in the Process Industries, vol. 22, no. 4, pp. 449–454, 2009, DOI: 10.1016/j.jlp.2009.02.018.
[38] Center for chemical process safety, Guidelines for Evaluating the Characteristics of Vapor Cloud Explosions, Flash Fires and BLEVEs. American Institute of Chemical Engineers, 1994.
[39] J. Casal and J. M. Salla, “Using liquid superheating energy for a quick estimation of overpressure in BLEVEs and similar explosions”, Journal of Hazardous Materials, vol. 137, no. 3, pp. 1321–1327, 2006, DOI: 10.1016/ j.jhazmat.2006.05.001.
[40] B. Genova, M. Silvestrini, and F. L. Trujillo, “Evaluation of the blast-wave overpressure and fragments initial velocity for a BLEVE event via empirical correlations derived by a simplified model of released energy”, Journal of Loss Prevention in the Process Industries, vol. 21, no. 1, pp. 110–117, 2008, DOI: 10.1016/j.jlp.2007.11.004.
[41] S. Koneshwaran, “Blast response and sensitivity analysis of segmental tunnel”, PhD Thesis, Queensland University of Technology, 2014.
[42] R. Tiwari, T. Chakraborty, and V. Matsagar, “Dynamic analysis of underground tunnels subjected to internal blast loading”, World Congress of Computational Mechanics (WCCM XI), Barcelona. 2014.
[43] S. Koneshwaran, D. Thambiratnam, and C. Gallage, “Performance of buried tunnels subjected to surface blast incorporating fluid-structure interaction”, Journal of Performance of Constructed Facilities, 2015, DOI: 10.1061/ (ASCE)CF.1943-5509.0000585.
[44] M. Zaid and R. Sadique, “The response of rock tunnel when subjected to blast loading: finite element analysis”, Engineering Reports, 2021.
[45] D. Hyde, “CONWEP, Conventional Weapons Effects Program”, US Army Engineer Waterways Experiment Station, Vicksburg, MS, 1992.

[1] D. Ulutan and T. Ozel. Machining induced surface integrity in titanium and nickel alloys: A review. International Journal of Machine Tools and Manufacture, 51(3):250–280, 2011. doi: 10.1016/j.ijmachtools.2010.11.003.
[2] J.P. Davim (ed.). Machining of Titanium Alloys. Springer-Verlag, Berlin, 2014. doi: 10.1007/978-3-662-43902-9.
[3] M. Motyka, W. Zaja, and J. Sieniawski. Titanium Alloys – Novel Aspects of Their Manufacturing and Processing. IntechOpen, 2019.
[4] J.P. Davim (ed.). Surface Integrity in Machining. Springer, London, 2010. doi: 10.1007/978-1-84882-874-2.
[5] K. Cheng (ed.). Machining Dynamics. Fundamentals, Applications and Practices. Springer, London, 2009. doi: 10.1007/978-1-84628-368-0.
[6] T.L. Schmitz and K.S. Smith. Machining Dynamics. Frequency Response to Improved Productivity. Springer, New York, 2009. doi: 10.1007/978-0-387-09645-2.
[7] W. Cheng and J.C. Outeiro. Modelling orthogonal cutting of Ti-6Al-4 V titanium alloy using a constitutive model considering the state of stress. The International Journal of Advanced Manufacturing Technology, 119:4329–4347, 2022. doi: 10.1007/s00170-021-08446-9.
[8] M. Sima, and T. Özel. Modified material constitutive models for serrated chip formation simulations and experimental validation in machining of titanium alloy Ti–6Al–4V. I nternational Journal of Machine Tools and Manufacture, 50(11):943–960, 2010. doi: 10.1016/j.ijmachtools.2010.08.004.
[9] V. Stupnytskyy and I. Hrytsay. Comprehensive analysis of the product’s operational properties formation considering machining technology. Archive of Mechanical Engineering, 67(2):149–167, 2020. doi: 10.24425/ame.2020.131688.
[10] V. Stupnytskyy, I. Hrytsay, and Xianning She. Finite element analysis of thermal and stress-strain state during titanium alloys machining. In: Advanced Manufacturing Processes II. Lecture Notes in Mechanical Engineering, 629–639, Springer, 2021. doi: 10.1007/978-3-030-68014-5_61.
[11] M.K. Gupta, M.E. Korkmaz, M. Sarıkaya, G.M. Krolczyk, M. Günay and S. Wojciechowski. Cutting forces and temperature measurements in cryogenic assisted turning of AA2024-T351 alloy: An experimentally validated simulation approach. Measurement, 188:110594, 2022. doi: 10.1016/j.measurement.2021.110594.
[12] Y.-P. Liu and Y. Altintas. Predicting the position-dependent dynamics of machine tools using progressive network. Precision Engineering, 73: 409–422, 2022. doi: 10.1016/j.precisioneng.2021.10.010.
[13] A. Pramanik and G. Littlefair. Machining of titanium alloy (Ti-6Al-4V)—theory to application. Machining Science and Technology, 19(1):1–49, 2015. doi: 10.1080/10910344.2014.991031.
[14] W. Cheng, J. Outeiro, J.-P. Costes, R. M’Saoubi, H. Karaouni, L. Denguir, V. Astakhov, and F. Auzenat. Constitutive model incorporating the strain-rate and state of stress effects for machining simulation of titanium alloy Ti6Al4V. Procedia CIRP, 77:344–347, 2018. doi: 10.1016/j.procir.2018.09.031.
[15] S. Wojciechowski, P. Twardowski, and M. Pelic. Cutting forces and vibrations during ball end milling of inclined surfaces. P rocedia CIRP, 14:113–118, 2014. doi: 10.1016/j.procir.2014.03.102.
[16] D. Chen, J. Chen, and H. Zhou. The finite element analysis of machining characteristics of titanium alloy in ultrasonic vibration assisted machining. Journal of Mechanical Science and Technology, 35:3601–3618, 2021. doi: 10.1007/s12206-021-0731-9.
[17] Q. Yang, Z. Liu, Z. Shi, and B. Wang. Analytical modeling of adiabatic shear band spacing for serrated chip in high-speed machining. The International Journal of Advanced Manufacturing Technology. 71:1901–1908, 2014. doi: 10.1007/s00170-014-5633-x.
[18] A.Í.S. Antonialli, A.E. Diniz, and R. Pederiva. Vibration analysis of cutting force in titanium alloy milling. International Journal of Machine Tools and Manufacture. 50(1):65–74, 2010. doi: 10.1016/j.ijmachtools.2009.09.006.
[19] G. Korendyasev. An approach to modeling self-oscillations during metal machining based on a finite-element model with small amount of computing resources. Vibroengineering PROCEDIA, 32:6–12, 2020. doi: 10.21595/vp.2020.21437.
[20] J. Klingelnberg. Dynamics of machine tools. In: Klingelnberg, J. (ed.): Bevel Gear, pages 311–320, Springer Vieweg, 2016. doi: 10.1007/978-3-662-43893-0_8.
[21] Y. Petrakov, M. Danylchenko, and A. Petryshyn. Prediction of chatter stability in turning. Eastern-European Journal of Enterprise Technologies, 5(1):58–64, 2019. doi: 10.15587/1729-4061.2019.177291.
[22] S.K. Choudhury, N.N. Goudimenko, and V.A. Kudinov. On-line control of machine tool vibration in turning. International Journal of Machine Tools and Manufacture. 37(6):801–811, 1997. doi: 10.1016/S0890-6955(96)00031-4.
[23] A. Liljerehn. Machine Tool Dynamics. A constrained state-space substructuring approach. Ph.D. Thesis, Göteborg, Sweden, 2016.
[24] G.R. Johnson and W.N. Cook. A constitutive model and data for metals subjected to large strains. High rates and high temperatures. In 7th International Symposium on Ballistics, pages 541–547, Hague, Netherlands, 19–21 April 1983.
[25] Y. Zhang, J.C. Outeiro, and T. Mabrouki. On the selection of Johnson-Cook constitutive model parameters for Ti-6Al-4V using three types of numerical models of orthogonal cutting. Procedia CIRP, 31:112–117, 2015. doi: 10.1016/j.procir.2015.03.052.
[26] D. Yan, T. Wu, Y. Liu, and Y. Gao. An efficient sparse-dense matrix multiplication on a multicore system. In 17th International Conference on Communication Technology (ICCT), pages 1880–1883, Chengdu, China, 27-30 October 2017. doi: 10.1109/ICCT.2017.8359956.
[27] M. Binder, F. Klocke, and D. Lung. Tool wear simulation of complex shaped coated cutting tools. Wear, 330–331:600–607, 2015. doi: 10.1016/j.wear.2015.01.015.
[28] D. Alleyne and P. Cawley. A two-dimensional Fourier transform method for the measurement of propagating multimode signals. The Journal of the Acoustical Society of America, 89(3):1159–1168, 1991. doi: 10.1121/1.400530.
[29] C.M. Harris and A.G. Piersol. Harris' Shock and Vibration Handbook. McGraw-Hill, 2002.
[30] S.A. Sina, H.M. Navazi, and H. Haddadpour. An analytical method for free vibration analysis of functionally graded beams. Materials and Design, 30(3):741–747, 2009. doi: 10.1016/j.matdes.2008.05.015.

[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.

[1] Abaqus Documentation Collection, Abaqus Analysis User's Manual, Abaqus/CAE User's Manual, 2020.
[2] A. M. Barszcz, “Direct design and assessment of the limit states of steel planar frames using CSD advanced analysis”, Archives of Civil Engineering, 64(4), pp. 203–241, 2018. https://doi.org/10.2478/ace-2018-0071
[3] S. El-Tawil, C. F. Sanz-Picon, G. G. Deierlein, „Evaluation of ACI 318 and AISC (LRFD) strength provisions for composite beam-columns”, Journal of Constructional Steel Research, 34(1): pp 103–123, 1995.
[4] K. A. Farhan, M. A. Shallal, „Experimental behaviour of concrete-filled steel tube composite beams”, Archives of Civil Engineering, 66(2), pp. 235–252, 2020. https://doi.org/10.24425/ace.2020.131807
[5] T. Gajewski, T. Garbowski, „Calibration of concrete parameters based on digital image correlation and inverse analysis”, Archives of Civil and Mechanical Engineering, 14, pp. 170–180, 2014. https://doi.org/10.1016/J.ACME.2013.05.012
[6] T. Gajewski, T. Garbowski, „Mixed experimental/numerical methods applied for concrete parameters estimation”, Recent Advances in Computational Mechanics: proceedings of the 20th International Conference on Computer Methods in Mechanics (CMM 2013), Poznan, August, 2013, Editors: T. Łodygowski, J. Rakowski, P. Litewka, CRC Press/Balkema, pp. 293–302, 2014. https://doi.org/10.1201/B16513
[7] T. Garbowski, G. Maier, G. Novati, “Diagnosis of concrete dams by flat-jack tests and inverse analyses based on proper orthogonal decomposition”, Journal of Mechanics of Materials and Structures, 6 (1–4), pp. 181–202, 2011. https://doi.org/10.2140/JOMMS.2011.6.181
[8] B. Grzeszykowski, E. Szmigiera, „Nonlinear longitudinal shear distribution in steel-concrete composite beams”, Archives of Civil Engineering, 65(1), pp. 65–82, 2019. https://doi.org/10.2478/ace-2019-0005
[9] T. Jankowiak, T. Łodygowski, „Identification of parameters of concrete damage plasticity constitutive model”, Foundations of Civil and Environmental Engineering, No. 6, pp. 53–69, 2005.
[10] V. Jayanthi, C. Umarani, „Performance evaluation of different types of shear connectors in steel-concrete composite construction”, Archives of Civil Engineering, 64(2), pp. 97–110, 2018. https://doi.org/10.2478/ace-2018-0019
[11] T. Łodygowski, „Geometrycznie nieliniowa analiza sztywno-plastycznych i sprężysto-plastycznych belek i ram płaskich”, Warsaw, 1982.
[12] T. Łodygowski, M. Szumigała, „Engineering models for numerical analysis of composite bending members”, Mechanics of Structures and Machines, 20, pp. 363–380, 1992.
[13] S. A. Mahin, V. V. Bertero, RCCOLA, „a Computer Program for Reinforced Concrete Column Analysis: User's Manual and Documentation”, Department of Civil Engineering, University of California, 1977.
[14] S. A. Mirza, B. W. Skrabek, „Reliability of short composite beam-column strength interaction”, Journal of Structural Engineering, 117(8): pp 2320–2339, 1991.
[15] PN-EN 1992-1-1:2008 - Eurocode 2: Design of concrete structures - Part 1-1: General rules, and rules for buildings, 2008.
[16] G. Rakowski, Z. Kasprzyk, „Metoda Elementów Skończonych w mechanice konstrukcji”, OWPW, Poland, 2016.
[17] C. N. Reid, „Deformation geometry for materials scientists”, Pergamon, 1973.
[18] J. Rotter, P. Ansourian, „Cross-section behaviour and ductility in composite beams”, 1978.
[19] J. Siwiński, A. Stolarski, „Homogeneous substitute material model for reinforced concrete modeling”, Archives of Civil Engineering, 64(1), pp. 87–99, 2018. https://doi.org/10.2478/ace-2018-0006
[20] P. Szeptyński, „Teoria sprężystości”, Cracow, 2018.
[21] M. Szumigała, „Zespolone stalowo-betonowe konstrukcje szkieletowe pod obciążeniem doraźnym”, Wydawnictwo Politechniki Poznańskiej, Poland, 2007.
[22] A. Zirpoli, G. Maier, G. Novati, T. Garbowski, „Dilatometric tests combined with computer simulations and parameter identification for in-depth diagnostic analysis of concrete dams”, Life-Cycle Civil Engineering: proceedings of the 1st International Symposium on Life-Cycle Civil Engineering (IALCCE '08), Varenna, Lake Como, June, 2008, Editors: F. Biondini, D. M. Frangopol, CRC Press, 1, pp. 259–264, 2008. https://doi.org/10.1201/9780203885307

[1] A. M. Harte, “Timber engineering: an introduction”, in ICE Manual of Construction Materials: Volume I/II: Fundamentals and theory; Concrete; Asphalts in road construction; Masonry, M. Forde, Ed., ICE Publishing, Chapter 60, 2009.
[2] A. Karolak, J. Jasieńko and R. Raszczuk, “Historical scarf and splice carpentry joints: state of the art”, Heritage Science, vol. 8, article number 105, 2020. https://doi.org/10.1186/s40494-020-00448-2
[3] P. Witomski, A. Krajewski and P. Kozakiewicz, “Selected mechanical properties of Scots pine wood from antique churches of Central Poland”, European Journal of Wood and Wood Products, vol. 72, pp. 293–296, 2014. https://doi.org/10.1007/s00107-014-0783-y
[4] E. Kotwica and S. Krzosek, “Timber bridges – revive of old and new bridges built in Switzerland”, Annals of Warsaw University of Life Sciences – SGGW, Forestry and Wood Technology, vol. 92, pp. 207-210, 2015.
[5] B. Franke, S. Franke, A. Müller, M. Vogel, F. Scharmacher and T. Tannert, “Long term monitoring of timber bridges – Assessment and results”, Advanced Materials Research, vol. 778, pp. 749–756, 2013. https://doi.org/10.4028/www.scientific.net/AMR.778.749
[6] T. Alapieti, R. Mikkola, P. Pasanen and H. Salonen, “The influence of wooden interior materials on indoor environment: a review”, European Journal of Wood and Wood Products, vol. 78, pp. 617–634, 2020. https://doi.org/10.1007/s00107-020-01532-x
[7] A. Bragov, L. Igumnov, F. dell’Isola, A. Konstantinov, A. Lomunov and T. Iuzhina, “Dynamic testing of lime-tree (Tilia Europoea) and pine (Pinaceae) for wood model identification”, Materials, vol. 13, no. 22, article 5261, 2020. https://doi.org/10.3390/ma13225261
[8] P. G. Kossakowski, “Influence of anisotropy on the energy release rate GI for highly orthotropic materials”, Journal of Theoretical and Applied Mechanics, vol. 45, no. 4, pp. 739–752, 2007.
[9] P. G. Kossakowski, “Fracture toughness of pine wood for I and II loading modes”, Archives of Civil Engineering, vol. 54, no. 3, pp. 509–529, 2008.
[10] P. G. Kossakowski, “Mixed mode I/II fracture toughness of pine wood”, Archives of Civil Engineering, vol. 55, no. 2, pp. 199–227, 2009.
[11] M. Szumigała, E. Szumigała and Ł. Polus, “Laboratory tests of new connectors for timber-concrete composite structures”, Engineering Transactions, vol. 66, no. 2, pp. 161–173, 2018.
[12] M. Fragiacomo and E. Łukaszewska, “Time-dependent behaviour of timber-concrete composite floors with prefabricated concrete slabs”, Engineering Structures, vol. 52, pp. 687–696, 2013. https://doi.org/10.1016/j.engstruct.2013.03.031
[13] A. Dias, J. Skinner, K. Crews and T. Tannert, “Timber-concrete-composites increasing the use of timber in construction”, European Journal of Wood and Wood Products, vol. 74, no. 3, pp. 443–451. 2016. https://doi.org/10.1007/s00107-015-0975-0
[14] N. Khorsandnia, H. R. Valipour and K. Crews, “Experimental and analytical investigation of short-term behavior of LVL-concrete composite connections and beams”, Construction and Building Materials, vol. 37, pp. 229–238, 2012. https://doi.org/10.1016/j.conbuildmat.2012.07.022
[15] P. Kyvelou, L. Gardner and D. A. Nethercot, “Testing and analysis of composite cold-formed steel - wood-based flooring systems”, Journal of Structural Engineering, vol. 143, no. 11, 2017. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001885
[16] A. Hassanieh, H. R. Valipour and M. A. Bradford, “Experimental and numerical study of steel-timber composite (STC) beams”, Journal of Constructional Steel Research, vol. 122, pp. 367–378, 2016. https://doi.org/10.1016/j.jcsr.2016.04.005
[17] M. Chybiński and Ł. Polus, “Theoretical, experimental and numerical study of aluminium-timber composite beams with screwed connections”, Construction and Building Materials, vol. 226, pp. 317–330. 2019. https://doi.org/10.1016/j.conbuildmat.2019.07.101
[18] S. M. Saleh and N. A. Jasim, “Structural behavior of timber aluminum composite beams under static loads”, International Journal of Research in Engineering and Technology, vol. 3, no. 10, pp. 1166–1173, 2014.
[19] M. Szumigała, M. Chybiński and Ł. Polus, “Preliminary analysis of the aluminium-timber composite beams”, Civil and Environmental Engineering Reports, vol. 27, no. 4, pp. 131–141, 2017. https://doi.org/10.1515/ceer-2017-0056
[20] C. Bedon and M. Fragiacomo, “Numerical analysis of timber-to-timber joints and composite beams with inclined self-tapping screws”, Composite Structures, vol. 207, pp. 13–28, 2019. https://doi.org/10.1016/j.compstruct.2018.09.008
[21] G. Schiro, I. Giongo, W. Sebastian, D. Riccadonna and M. Piazza, “Testing of timber-to-timber screw-connections in hybrid configurations”, Construction and Building Materials, vol. 171, pp. 170–186, 2018. https://doi.org/10.1016/j.conbuildmat.2018.03.078
[22] K. Furtak and K. Rodacki, “Experimental investigations of load-bearing capacity of composite timber-glass I-beams”, Archives of Civil and Mechanical Engineering, vol. 18, no. 3, pp. 956–964, 2018. https://doi.org/10.1016/j.acme.2018.02.002
[23] M. Kozłowski, M. Kadela and J. Hulimka, “Numerical investigation of structural behavior of timber-glass composite beams”, Procedia Engineering, vol. 161, pp. 78–89, 2016. https://doi.org/10.1016/j.proeng.2016.08.838
[24] P. Rapp, “Application of adhesive joints in reinforcement and reconstruction of weakened wooden elements loaded axially”, Drewno, vol. 59, no. 196, pp. 59–73, 2016. https://doi.org/10.12841/wood.1644-3985.128.05
[25] P. Rapp, “The numerical modeling of adhesive joints in reinforcement of wooden elements, subjected to bending and shearing”, Drewno, vol. 60, no. 199, pp. 21–36, 2017. https://doi.org/10.12841/wood.1644-3985.192.02
[26] I. Burawska, M. Zbieć, A. Tomusiak and P. Beer, “Local reinforcement of timber with composite and lignocellulosic materials”, BioResources, vol. 10, 457–468, 2015.
[27] M. Dudziak, I. Malujda, K. Talaśka, T. Łodygowski and W. Sumelka, “Analysis of the process of wood plasticization by hot rolling”, Journal of Theoretical and Applied Mechanics, vol. 54, no. 2, pp. 503–516. 2016. https://doi.org/10.15632/jtam-pl.54.2.503
[28] M. Wieruszewski, G. Gołuński, G. J. Hruzik and V. Gotych, “Glued elements for construction”, Annals of Warsaw University of Life Sciences – SGGW Forestry and Wood Technology, vol. 72, pp. 453–458, 2010.
[29] J. Porteous and A. Kermani, “Structural Timber Design to Eurocode 5”, 2nd ed., Chichester: Wiley-Blackwell, 2013.
[30] P. Dietsch and T. Tannert, “Assessing the integrity of glued-laminated timber elements”, Construction and Building Materials, vol. 101, no. 2, pp. 1259–1270, 2015. https://doi.org/10.1016/j.conbuildmat.2015.06.064
[31] R. Mirski, D. Dziurka, M. Chuda-Kowalska, M. Wieruszewski, J. Kawalerczyk and A. Trociński, “The usefulness of pine timber (Pinus sylvestris L.) for the production of structural elements. Part I: Evaluation of the quality of the pine timber in the bending test”, Materials, vol. 13, article 3957, 2020. https://doi.org/10.3390/ma13183957
[32] R. Mirski, D. Dziurka, M. Chuda-Kowalska, J. Kawalerczyk, M. Kuliński and K. Łabęda, “The usefulness of pine timber (Pinus sylvestris L.) for the production of structural elements. Part II: Strength properties of glued laminated timber”, Materials, vol. 13, article 4029, 2020. https://doi.org/10.3390/ma13184029
[33] R. Brandner, A. Ringhofer and T. Reichinger, “Performance of axially-loaded self-tapping screws in hardwood: Properties and design”, Engineering Structures, vol. 188, pp. 677–699, 2019. https://doi.org/10.1016/j.engstruct.2019.03.018
[34] T. Gečys, G. Šaučiuvėnas, L. Ustinovichius, C. Miedzialowski and P. Sulik, “Surface based cohesive behavior implementation for the strength analysis of glued-in threaded rods in glulam”, Bulletin of the Polish Academy of Sciences Technical Sciences, vol. 68, no. 5, pp. 1149–1157, 2020. https://doi.org/10.24425/bpasts.2020.134665
[35] R. Brandner, “Production and technology of cross laminated timber (CLT): State-of-the-art report”, in European Conference on Cross Laminated Timber, R. Harris, A. Ringhofer and G. Schickhofer, Eds., Graz: Graz University of Technology, 2013, pp. 3–36.
[36] M. Jeleč, D. Varevac and V. Rajčić, “Cross-laminated timber (CLT) – a state of the art report”, Građevinar, vol. 70, no. 2, pp. 75–95, 2018. https://doi.org/10.14256/JCE.2071.2017
[37] O. Espinoza, V. R. Trujillo, M. F. Laguarda and U. Buehlmann, “Cross-laminated timber: Status and research needs in Europe”, BioResources, vol. 11, pp. 281–295, 2016.
[38] A. Ringhofer, R. Brandner and H. J. Blaß, “Cross laminated timber (CLT): Design approaches for dowel-type fasteners and connections”, Engineering Structures, vol. 171, pp. 849–861, 2018. https://doi.org/10.1016/j.engstruct.2018.05.032
[39] R. Brandner, A. Ringhofer and M. Grabner, “Probabilistic models for the withdrawal behavior of single self-tapping screws in the narrow face of cross laminated timber (CLT)”, European Journal of Wood and Wood Products, vol. 76, no. 1, pp. 13–30, 2018. https://doi.org/10.1007/s00107-017-1226-3
[40] T. Tannert, M. Follesa, M. Fragiacomo, P. González, H. Isoda, D. Moroder, H. Xiong and J. van de Lindt, “Seismic Design of Cross-laminated Timber Buildings”, Wood and Fiber Science, vol. 50, pp. 3–26, 2018.
[41] Z. Chena, Q. Lei, R. He, Z. Zhang, A. Jalal Khan Chowdhury, “Review on antibacterial biocomposites of structural laminated veneer lumber”, Saudi Journal of Biological Sciences, vol. 23, no. 1, pp. 142–147, 2016. https://doi.org/10.1016/j.sjbs.2015.09.025
[42] A. Özçifçi, “Effect of scarf joints on bending strength and modulus of elasticity to laminated veneer lumber (LVL)”, Building and Environment, vol. 42, pp. 1510–1514, 2007. https://doi.org/10.1016/j.buildenv.2005.12.024
[43] H. Ido, H. Nagao, H. Kato, A. Miyatake and Y. Hiramatsu, “Strength properties of laminated veneer lumber in compression perpendicular to its grain”, Journal of Wood Science, vol. 56, pp. 422–428, 2010. https://doi.org/10.1007/s10086-010-1116-3
[44] C. Pirvu, H. Yoshida and K. Taki, “Development of LVL frame structures using glued metal plate joints I: bond quality and joint performance of LVL-metal joints using epoxy resins”, Journal of Wood Science, vol. 45, pp. 284–290, 1999. https://doi.org/10.1007/BF00833492
[45] C. Pirvu, H. Yoshida, M. Inayama, M. Yasumura and K. Taki, “Development of LVL frame structures using glued metal plate joints II: strength properties and failure behavior under lateral loading”, Journal of Wood Science, vol. 46, pp. 193–201, 2000. https://doi.org/10.1007/BF00776449
[46] A. Özçifçi, “The effects of pilot hole, screw types and layer thickness on the withdrawal strength of screws in laminated veneer lumber”, Materials and Design, vol. 30, pp. 2355–2358, 2009. https://doi.org/10.1016/j.matdes.2008.11.001
[47] G. Celebi and M. Kilic, “Nail and screw withdrawal strength of laminated veneer lumber made up hardwood and softwood layers”, Construction and Building Materials, 21, pp. 894–900, 2007. https://doi.org/10.1016/j.conbuildmat.2005.12.015
[48] M. Dorn, K. Habrová, R. Koubek and E. Serrano, “Determination of coefficients of friction for laminated veneer lumber on steel under high pressure loads”, Friction, 2020. https://doi.org/10.1007/s40544-020-0377-0
[49] C. Y. C. Purba, G. Pot, J. Viguier, J. Ruelle and L. Denaud, “The influence of veneer thickness and knot proportion on the mechanical properties of laminated veneer lumber (LVL) made from secondary quality hardwood”, European Journal of Wood and Wood Products, vol. 77, pp. 393–404, 2019. https://doi.org/10.1007/s00107-019-01400-3
[50] P. Berard, P. Yang, H. Yamauchi, K. Umemura and S. Kawai, “Modeling of a cylindrical laminated veneer lumber I: mechanical properties of hinoki (Chamaecyparis obtusa) and the reliability of a nonlinear finite elements model of a four-point bending test”, Journal of Wood Science, vol. 57, pp. 100–106, 2011. https://doi.org/10.1007/s10086-010-1150-1
[51] Y.-J. Song, S.-I. Hong, J.-S. Suh and S.-B. Park, “Strength performance evaluation of moment resistance for cylindrical-LVL column using GFRP reinforced wooden pin”, Wood Research, vol. 62, no. 3, pp. 417–426, 2017.
[52] Z. Bednarek, D. Pieniak and P. Ogrodnik, “Wytrzymałość na zginanie i niezawodność kompozytu drewnianego LVL w warunkach podwyższonych temperatur”, Zeszyty Naukowe SGSP, vol. 40, pp. 5–17, 2010. (in Polish)
[53] M. Bakalarz and P. Kossakowski, “The flexural capacity of laminated veneer lumber beams strengthened with AFRP and GFRP sheets”, Technical Transactions, Civil Engineering, vol. 2, pp. 85–94, 2019. https://doi.org/10.4467/2353737XCT.19.023.10159
[54] M. Bakalarz and P. Kossakowski, “Mechanical properties of laminated veneer lumber beams strengthened with CFRP sheets”, Archives of Civil Engineering, vol. 65, no. 2, pp. 57–66, 2019. https://doi.org/10.2478/ace-2019-0018
[55] M. Bakalarz, P. Kossakowski and P. Tworzewski, “Strengthening of bent LVL beams with near-surface mounted (NSM) FRP reinforcement”, Materials, vol. 13, no. 10, article 2350, 2020. https://doi.org/10.3390/ma13102350
[56] B. Kawecki and J. Podgórski, “3D ABAQUS simulation of bent softwood elements”, Archives of Civil Engineering, vol. 66 no. 3, pp. 323–337, 2020. https://doi.org/10.24425/ace.2020.134400
[57] B. P. Gilbert, H. Bailleres, H. Zhang and R. L. McGavin, “Strength modelling of Laminated Veneer Lumber (LVL) beams”, Construction and Building Materials, vol. 149, pp. 763–777, 2017. https://doi.org/10.1016/j.conbuildmat.2017.05.153
[58] H. Valipour, N. Khorsandnia, K. Crews and S. Foster, “A simple strategy for constitutive modelling of timber”, Construction and Building Materials, vol. 53, pp. 138–148, 2014. https://doi.org/10.1016/j.conbuildmat.2013.11.100
[59] N. Khorsandnia, H. R. Valipour and K. Crews, “Nonlinear finite element analysis of timber beams and joints using the layered approach and hypoelastic constitutive law”, Engineering Structures, vol. 46, pp. 606–614, 2013. https://doi.org/10.1016/j.engstruct.2012.08.017
[60] M. Komorowski, “Manual of design and build in the STEICO system, Basic information, Building physics, Guidelines”, Warsaw: Forestor Communication, 2017. (in Polish)
[61] European Committee for Standardization, EN 1990, Eurocode 0, Basis of structural design, European Committee for Standardization, Brussels, Belgium, 2002.
[62] European Committee for Standardization, EN 408, Timber structures - Structural timber and glued laminated timber - Determination of some physical and mechanical properties; European Committee for Standardization: Brussels, Belgium, 2012.
[63] European Committee for Standardization, EN 13183-1, Moisture content of a piece of sawn timber - Part 1: Determination by oven dry method; European Committee for Standardization: Brussels, Belgium, 2004.
[64] Abaqus 6.13 Documentation, Abaqus Analysis Users Guide, Abaqus Theory Guide.
[65] H. T. Nguyen and S. E. Kim, “Finite element modeling of push-out tests for large stud shear connectors”, Journal of Constructional Steel Research, vol. 65, pp. 1909–1920, 2009. https://doi.org/10.1016/j.jcsr.2009.06.010
[66] M. P. Budziak and T. Garbowski, “Failure assessment of steel-concrete composite column under blast loading”, Engineering Transactions, vol. 62, no. 1, pp. 61–84, 2014.
[67] M. Sciomenta, L. Spera, C. Bedon, V. Rinaldi, M. Fragiacomo and M. Romagnoli, “Mechanical characterization of novel homogeneous beech and hybrid beech-corsican pine thin cross-laminated timber panels”, Construction and Building Materials, article 121589, 2020. https://doi.org/10.1016/j.conbuildmat.2020.121589
[68] Ł. Polus and M. Szumigała, “An experimental and numerical study of aluminium-concrete joints and composite beams”, Archives of Civil and Mechanical Engineering, vol. 19, no. 2, pp. 375–390, 2019. https://doi.org/10.1016/j.acme.2018.11.007
[69] A. Pełka-Sawenko, T. Wróblewski and M. Szumigała, “Validation of computational models of steel-concrete composite beams”, Engineering Transactions, vol. 64, no. 1, pp. 53–67, 2016.
[70] P. Szewczyk and M. Szumigała, “Welding deformation in a structure strengthened under load in an empirical-numerical study”, in Advances in Mechanics: Theoretical, Computational and Interdisciplinary Issues. Proceedings of the 3rd Polish Congress of Mechanics (PCM) and 21st International Conference on Computer Methods in Mechanics (CMM), Gdansk, Poland, 8-11 September 2015, M. Kleiber, T. Burczynski, K. Wilde, J. Gorski, K. Winkelmann and L. Smakosz, Eds., London: CRC Press, 2016, pp. 563–566.
[71] P. Szewczyk, “Wzmacnianie pod obciążeniem belek zespolonych stalowo-betonowych w eksperymencie numerycznym i fizycznym”, PhD thesis, West Pomeranian University of Technology in Szczecin, Poland, 2016. (in Polish)
[72] P. Różyło, “Stateczność i stany graniczne ściskanych cienkościennych profili kompozytowych”, Lublin: Wydawnictwo Politechniki Lubelskiej, 2019. (in Polish)
[73] P. Rozylo, “Failure analysis of thin-walled composite structures using independent advanced damage models”, Composite Structures, vol. 262, article 113598, 2021. https://doi.org/10.1016/j.compstruct.2021.113598
[74] A. B. Widodo, “Application of laminated veneer lumber (LVL) on the wooden boat construction”, IPTEK The Journal for Technology and Science, vol. 23, no. 1, pp. 8–14, 2012.