Material model parameters identification of blast environment
- 1 University of Defence in Brno, the Czech Republic
Abstract
In terms of designing or building new protective and security structures or equipment as a physical component of force protection, experimental verification of analytical or numerical calculations and vice versa becomes necessary. While the experiment can be performed on individual components, complex assessment of more complex variants or performing a parametric study is becoming more and more relevant in modelling and simulation domain. For this reason, there is a clear necessity to find the right connection between numerical simulation and experiment.
Fast, nonlinear processes require nonlinear material models to capture the rate of deformation and material behaviour under extreme loads such as the effect of explosions or the impact of a projectile, i.e. the effects, which the theories and practices of protection of the population and troops are trying to minimize. The important part of the accuracy of computational models is the correct identification of the parameters of material models used in the simulations.
This paper deals with the simulation of explosion and its effects and identification and optimization of material parameters of the environment in which the explosion and the shockwave propagates, with a focus on the soil material model. The inverse identification method is based on a combination of the experimental measurement data and the computational methods implemented in the finite element solvers and optimization programs. The simulation proceed from experimental measurement curves of blast effects. For measured parameter in the air overpressure at specific measuring points was chosen, while ground-propagating shock wave was evaluated by measuring
acceleration values. The numerical simulation took place in the LS-Dyna software environment interconnected with the Optislang optimization program.
Keywords
References
- Department of the Army, Fundamentals of Protective Design for Conventional Weapons, Technical Manual TM 5-855-1, November 1986.
- Hejmal, Z., Maňas, P., Štoller, J., 2016. „Measurement and numerical simulation of the effects of an explosion on HPFRC slab". Pp. 881-884 in Proceedings of 20th International Scientific Conference Transport Means 2016, Part III. Kaunas, Lithuania: Kaunas University of Technology.
- Moravcik, M.: Návrh pracovního postupu měření a výpočtu šíření tlaku v zeminách (Master's thesis). University of defence in Brno, Faculty of military engineering, 62p, Retrieved from (Accession No 20d7aade-ab41-4648-acba-ac86ab380e98 / 6894)
- Štoller, J., Dvorak, P., Turo, T,, Zezulova, E.: Basic Principles of Critical Infrastructure Protection. In: PROCEEDINGS OF THE 22nd INTERNATIONAL SCIENTIFIC CONFERENCE. Kaunas, Lithuania: Kaunas University of Technology, 2018, p. 267-271. ISSN 2351-7034.
- Henrych, J. Dynamika výbuchu a její využití. 1. vyd. Praha: Academia, 1973.
- LS-DYNA, Theory Manual, Livemore Software Technology Corporation, Livemore, California, 2015
- Lewis, B.A. (2004) Manual for LS-DYNA Soil Material Model 147. No. FHWA-HRT-04-095, FHWA, Washington DC.
- ANSYS, ANSYS Mechanical Theory Reference Release 15.0, 2014
- LS-DYNA, Keyword User's Manual, Livemore Software Technology Corporation, Livemore, California, 2015
- optiSLang, Methods for multi-disciplinary optimization and robustness analysis, Dynardo, Weimar, Germany, 2014.
- NATO Standardization Agency. STANAG 2280 Design threat levels and handover procedures for temporary protective structures. Brussels, Belgium, 2008.
- Davison, L., Shock physics in solids an introduction. OnlineAusg. New York: Springer, 2008. ISBN 978-354-0745-693
- Albert, D., Taherzadeh, S., Attenborough, K., Boulanger, P., Decato S. Ground vibrations produced by surface and nearsurface explosions. Applied Acoustics. 2013, 74(11), 1279-1296. DOI: https://doi.org/10.1016/j.apacoust.2013.03.006. ISSN 0003-682X.