Comparison of ALE, LBE, and the Idealized Triangular Loading Method for Evaluating an EDST Blast Loading on a Laboratory-Scale RC Column

Article Preview

Abstract:

The collapse of buildings during explosions or other extreme events is often linked to the failure of key structural elements such as columns. As vertical load-bearing members, reinforced concrete (RC) columns are essential for maintaining the stability of structures, but are also among the most vulnerable components when exposed to blast loads. This study focuses on the numerical prediction of the dynamic behavior of RC columns subjected to explosive-driven shock tube (EDST) loading. The analysis is based on an experimental campaign using a laboratory-scale RC column specimen with a height of 1500 mm and a circular cross-section of 100 mm, tested under blast loading generated by a 30 g C4 charge. To simulate the structural response and optimize computational performance, three finite element techniques are evaluated and compared: Multi-Material Arbitrary Lagrangian-Eulerian (MM-ALE), Load Blast Enhanced (LBE), and the Idealized Triangular Loading (ITL) method. All three models are validated against experimental data. In terms of mid-span out-of-plane displacement, MM-ALE showed the best accuracy with a 2.1% discrepancy, followed by LBE at 8.8%, and ITL at 10.6%. Regarding computation time, MM-ALE required 12 hours, while LBE was three times faster and ITL was six times faster than MM-ALE. The LBE method presents a balance between speed and accuracy but relies on precise input values for reflected pressure and impulse, which are typically derived from MM-ALE simulations or analytical expressions. The ITL method, while computationally efficient, tends to overestimate peak displacements due to its simplified and uniform pressure application. Among the three approaches, MM-ALE remains the most accurate.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

185-194

Citation:

Online since:

December 2025

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2025 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] United States Department of Defense, "Unified Facilities Criteria (UFC) Structures To Resist the Effects of Accidental Explosions Approved for Public Release; Distribution Unlimited," 2005. [Online]. Available: http://dod.wbdg.org/.

Google Scholar

[2] "TM 5-85511 Technical Manual Fundamentals of Protective Design for Conventional Weapons Headquarters, Departement of The Army 3 November 1, 1986."

Google Scholar

[3] M. M. Swisdak, "Simplified Kingery Airblast Calculations," 1994. [Online]. Available: http://www.dtic.mil/dtic/tr/fulltext/u2/a526744.pdf.

Google Scholar

[4] M. Abedini, C. Zhang, J. Mehrmashhadi, and E. Akhlaghi, "Comparison of ALE, LBE and pressure time history methods to evaluate extreme loading effects in RC column," Structures, vol. 28, p.456–466, Dec. 2020.

DOI: 10.1016/j.istruc.2020.08.084

Google Scholar

[5] M. A. Louar et al., "Explosive driven shock tube loading of aluminium plates: Experimental study," Int. J. Impact Eng., vol. 86, p.111–123, Aug. 2015.

DOI: 10.1016/j.ijimpeng.2015.07.013

Google Scholar

[6] M. J. Hargather and G. S. Settles, "Laboratory-scale techniques for the measurement of a material response to an explosive blast," Int. J. Impact Eng., vol. 36, no. 7, p.940–947, Jul. 2009.

DOI: 10.1016/j.ijimpeng.2008.12.008

Google Scholar

[7] M. Ben Rhouma, A. Maazoun, A. Aminou, B. Belkassem, T. Tysmans, and D. Lecompte, "Damage Assessment of Laboratory-Scale Reinforced Concrete Columns Under Localized Blast Loading," Buildings, vol. 15, no. 7, p.1003, Mar. 2025.

DOI: 10.3390/buildings15071003

Google Scholar

[8] M. Ben Rhouma et al., "Blast Loading of Small-Scale Circular RC Columns Using an Explosive-Driven Shock Tube," Buildings, vol. 14, no. 4, Apr. 2024.

DOI: 10.3390/buildings14040921

Google Scholar

[9] T. P. Slavik, "Blast Loading in LS-DYNA ®," 2012.

Google Scholar

[10] H. M. I. Thilakarathna, D. P. Thambiratnam, M. Dhanasekar, and N. Perera, "Numerical simulation of axially loaded concrete columns under transverse impact and vulnerability assessment.," 2010. [Online]. Available: http://eprints.qut.edu.au/.

DOI: 10.1016/j.ijimpeng.2010.06.003

Google Scholar

[11] Y. Wu, J. E. Crawford, S. Lan, and J. M. Magallanes, "Validation Studies for Concrete Constitutive Models with Blast Test Data." [Online]. Available: http://sce.umkc.edu/blast-prediction-contest/home.html.

Google Scholar

[12] W. Chen, H. Hao, and S. Chen, "Numerical analysis of prestressed reinforced concrete beam subjected to blast loading," Mater. Des., vol. 65, p.662–674, Jan. 2015.

DOI: 10.1016/j.matdes.2014.09.033

Google Scholar

[13] B. M. Dobratz P C Crawford, "LLNL Explosives Handbook Properties of Chemical Explosives and Explosive Simulations."

DOI: 10.2172/6530310

Google Scholar

[14] G. Gholipour, C. Zhang, and A. A. Mousavi, "Numerical analysis of axially loaded RC columns subjected to the combination of impact and blast loads," Eng. Struct., vol. 219, Sep. 2020.

DOI: 10.1016/j.engstruct.2020.110924

Google Scholar

[15] Commitee for The Model Code 1990, "CEB Bulletin No. 213/214: CEB-FIP Model Code 90," Thomas Telford Ltd. Thomas Telford Bookshop Inst. Civ. Eng., p.460, 1993.

DOI: 10.1680/ceb-fipmc1990.35430.0013

Google Scholar

[16] L. J. Malvar, "Dynamic increase factor for steel reinforcement," Twenty-Eighth DDESB Semin. Orlando, FL, no. twenty-eighth DDESB Seminar Orlando, FL, 1998.

Google Scholar

[17] H. Ousji et al., "Parametric Study of an Explosive-Driven Shock Tube as Blast Loading Tool," Exp. Tech., p. n/a-n/a, Nov. 2015.

DOI: 10.1111/ext.12179

Google Scholar