Experiments and simulations of empty and sand-filled aluminum alloy panels subjected to ballistic impact. (1st January 2017)
- Record Type:
- Journal Article
- Title:
- Experiments and simulations of empty and sand-filled aluminum alloy panels subjected to ballistic impact. (1st January 2017)
- Main Title:
- Experiments and simulations of empty and sand-filled aluminum alloy panels subjected to ballistic impact
- Authors:
- Holmen, Jens Kristian
Børvik, Tore
Hopperstad, Odd Sture - Abstract:
- Graphical abstract: Highlights: Ballistic impact tests on empty and sand-filled aluminum panels were conducted. Filling the panels with sand increased the capacity significantly. A combined discrete particle–finite element model was used in the simulations. Abstract: In this study, we use a discrete particle method in combination with finite element analysis to describe the interaction between structures and granular media during ballistic impact. By applying a discrete particle method to model granular materials, issues like mesh distortion and element deletion can be avoided. This paper presents experiments and numerical simulations on the perforation of empty and sand-filled aluminum alloy panels subjected to impacts by small-arms bullets. The simulations of the sand-filled panels were conducted using a combined discrete particle–finite element approach that accounts for the coupling between structure and sand. The ballistic capacity of the sand-filled aluminum panels was more than 40% higher than that of the empty aluminum panels. Overall, the results from the numerical simulations describe the trends from the experiments. The predicted ballistic capacity of the empty panels was within 5% of the experimentally determined value and the critical velocity of the sand-filled panels was predicted within 11% of the experimentally determined critical velocity. The scatter in residual velocity was similar in simulations and experiments. However, in its current form the discreteGraphical abstract: Highlights: Ballistic impact tests on empty and sand-filled aluminum panels were conducted. Filling the panels with sand increased the capacity significantly. A combined discrete particle–finite element model was used in the simulations. Abstract: In this study, we use a discrete particle method in combination with finite element analysis to describe the interaction between structures and granular media during ballistic impact. By applying a discrete particle method to model granular materials, issues like mesh distortion and element deletion can be avoided. This paper presents experiments and numerical simulations on the perforation of empty and sand-filled aluminum alloy panels subjected to impacts by small-arms bullets. The simulations of the sand-filled panels were conducted using a combined discrete particle–finite element approach that accounts for the coupling between structure and sand. The ballistic capacity of the sand-filled aluminum panels was more than 40% higher than that of the empty aluminum panels. Overall, the results from the numerical simulations describe the trends from the experiments. The predicted ballistic capacity of the empty panels was within 5% of the experimentally determined value and the critical velocity of the sand-filled panels was predicted within 11% of the experimentally determined critical velocity. The scatter in residual velocity was similar in simulations and experiments. However, in its current form the discrete particle method needs different calibrations for different velocity regimes to obtain accurate description of the sand behavior. … (more)
- Is Part Of:
- Engineering structures. Volume 130(2017:Jan. 01)
- Journal:
- Engineering structures
- Issue:
- Volume 130(2017:Jan. 01)
- Issue Display:
- Volume 130 (2017)
- Year:
- 2017
- Volume:
- 130
- Issue Sort Value:
- 2017-0130-0000-0000
- Page Start:
- 216
- Page End:
- 228
- Publication Date:
- 2017-01-01
- Subjects:
- Small-arms bullets -- Discrete particle method -- Finite element method -- Granular materials -- Protective structures -- Soil-structure coupling
Structural engineering -- Periodicals
Structural analysis (Engineering) -- Periodicals
Construction, Technique de la -- Périodiques
Génie parasismique -- Périodiques
Pression du vent -- Périodiques
Earthquake engineering
Structural engineering
Wind-pressure
Periodicals
624.105 - Journal URLs:
- http://www.sciencedirect.com/science/journal/01410296 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.engstruct.2016.09.057 ↗
- Languages:
- English
- ISSNs:
- 0141-0296
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3770.032000
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British Library HMNTS - ELD Digital store - Ingest File:
- 442.xml