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Tytuł artykułu

Low velocity impact of composite crop straw panels

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The shock behaviour of crop straw reinforced composites with unsaturated polyester epoxy was studied. In this research an attempt has been made to design and manufacture protective composite vests for soldiers. The low velocity impact loading was generated by a drop weight impact machine with drop heights varying from 100 to 200 mm. The drop mass used in these experiments was 15 kg. The shock-absorbing capacity of the vests was found to be strongly affected by straw type, straw weight percentage per unit volume of composite panel (the permanent composite volume of the panel is equal to 434.2 cm3), and broken short rounded straight steel wire to straw weight ratio. This research concerns the evaluation of all the low velocity drop weight test parameters such as peak dynamic force, duration time, and impulse due to free falling of drop mass at different impact energies: 1.5, 2.25, and 3 J. In addition, indentation parameters such as contact force and absorbed energy could be evaluated. Mathematical models describing these parameters are presented in a form that can be easily predicted. The predicted shock-absorbing capacity shows good agreement with the experimental results. In addition, the optimum tailoring variables affecting the shock-absorbing performance of the composite vest system could be determined.
Rocznik
Strony
20--28
Opis fizyczny
Bibliogr. 15 poz., wykr.
Twórcy
  • Textile Engineering Department, Faculty of Engineering, Mansoura University, 35516 Mansoura, Egypt
autor
  • Textile Engineering Department, Faculty of Engineering, Mansoura University, 35516 Mansoura, Egypt
Bibliografia
  • 1. Gook DJ: International fibrous concrete; C 180: 99, 1980.
  • 2. Kozlowski R and Wladyka-Przybylak M: Natural fibre reinforced composites. General applications. Chapter (15) in: Natural fibres, polymers and composites: recent advances, FT Wallenberger and PV Kandachar (eds.), Kluwer Academic Publishers, Boston, Dordrecht, London (in press).
  • 3. Young RA: Utilization of natural fibres: characterization, modification and applications. In: Lignocellulosic–plastics composites, AL Lea et al. (eds.) Sao Paulo Brazil, 1996.
  • 4. Kozlowski R and Przybylak MW: Natural fibers as reinforcing materials for composites. 4th International Conference of Textile Research Division, NRC, Cairo, Egypt, April 15–17, 2007, pp. 272–283.
  • 5. ACI Committee 544. IR: Fibre reinforced concrete, American Concrete institute, Michigan, USA, 1990.
  • 6. ACIFC: An introduction guide: steel fibre reinforced concrete industrial ground floors, ACIFC, Warwickshire, 1999.
  • 7. Knapton J: Ground bearing concrete slabs, Thomas Telford, London, 2003.
  • 8. Manolis G, Gareis P, Tsonos A, and Neal J, Dynamic properties of polypropylene fibre-reinforced concrete slabs, Cement and Concrete Composites, 19 (1997) 341–349.
  • 9. Newman J and Choo B: Advanced concrete technology (processes), Elsevier Ltd, Oxford, 2003.
  • 10. Labib W and Eden N: An investigation into the use of fibres in concrete industrial ground-floor slabs, Liverpool John Moores University, Liverpool.
  • 11. Johnson NL and Leone FC: Statistics and experimental design in engineering and the physical sciences, John Wiley, NY, 1977.
  • 12. Montgomery DC: Design and analysis of experiments, John Wiley, NY, 1984.
  • 13. Akhnagarova S and Kafarov V: Experiment optimization in chemistry and chemical engineering, Mir Publishers, Moscow, 1978 (in Russian).
  • 14. D 7137 – Standard test method for compressive residual strength properties of damaged polymer matrix composite plates, Annual book of ASTM Standards International, West Conshohocken, PA, 2005.
  • 15 Sabita G, Sahay SK, and Goutam D: Journal of Metallurgical Materials, Science 46/2 (2004), 95.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-8ed87c79-42eb-482f-bba7-c05fcd5af935
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