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Evaluation of a tensile test for the determination of the material behaviour of filament yarns under high strain rates

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In many technical applications, fibre-reinforced composites with textile high-performance fibres made of carbon or glass are being used. The fibres qualify for their high strength and stiffness due to their physical and chemical characteristics. It is necessary to guarantee a high safety level under all possible loading constellations. Besides the usual service loads, the topic of extreme loads that work along with high forces and high impact velocity is of increasing importance. For these so-called impact loads, the processes within the structural components have to be analysed and material models suitable for prognoses should be derived from them. The existence of suitable test machines and test methods is a prerequisite for that, yet for filament yarns they are not state of the art. Hence, tensile tests with high strain rates on filament yarns are performed on standard high-speed tensile testing machines. This leads to problems when analysing and interpreting the results and therefore, it is necessary to develop special testing machines for filament yarns.
Rocznik
Strony
88--94
Opis fizyczny
Bibliogr. 29 poz., il., wykr.
Twórcy
autor
  • Institute of Textile Machinery and High Performance Material Technology (ITM), Technische Universität Dresden, 01062 Dresden, Germany Tel: +49 351 463 39300; fax: +49 351 463 39301
autor
  • Institute of Textile Machinery and High Performance Material Technology (ITM), Technische Universität Dresden, 01062 Dresden, Germany Tel: +49 351 463 39300; fax: +49 351 463 39301
autor
  • Institute of Textile Machinery and High Performance Material Technology (ITM), Technische Universität Dresden, 01062 Dresden, Germany Tel: +49 351 463 39300; fax: +49 351 463 39301
autor
  • Institute of Textile Machinery and High Performance Material Technology (ITM), Technische Universität Dresden, 01062 Dresden, Germany Tel: +49 351 463 39300; fax: +49 351 463 39301
Bibliografia
  • 1. BIRKIMER, D. L.; LINDEMANN, R.: Dynamic Tensile Test of Concrete Materials. In: ACI Journal, Vol. 68, 1971, pp. 47-49.
  • 2. BLANKENHORN, G.; SCHWEIZERHOF, K.; FINKH, H.: Improved Numerical Investigations of a Projectile Impact on a Textile Structure. 4th Europ. LS-DYNA Conference, Ulm, Germany, 22.-23.05.2003, pp. G-I-07-G-I-14.
  • 3. BOROVKOV, A.; KLYAVIN, O.; MICHAILOV, A.; KEMPPINEN, M.; KAJA TSALO, M.: Finite Element Modeling and Analysis of Crash Safe Composite Lightning Columns, Contact-Impact Problem. 9th Int. LS-DYNA Conference, Dearborn, MI, USA, 04.-06.06.2006, pp. 18-41-18-51.
  • 4. BRAMESHUBER, W.; RILEM TC 201-TRC: Textile Reinforced Concrete. State-of-the-Art Report of RILEM Technical Committee 201-TRC, 2006, BAGNEUX: RILEM, REPORT 36.
  • 5. CADONI, E.; LABIBES, K.; ALBERTINI, C.: Strain-Rate Effect on the Tensile Behaviour of Concrete at Different Relative Humidity Levels. In: Materials and Structures, Vol. 34, 2001, pp. 21-26.
  • 6. CHEN, W.; LU, F.; CHENG, M.: Tension and Compression Tests of Two Polymers under Quasistatic and Dynamic Loading. In: Polymer Testing, Vol. 21, 2002, pp. 113-121.
  • 7. CURBACH, M.; JESSE, F.: Textile Reinforced Structures: Proceedings of the 4nd Colloquium on Textile Reinforced Structures (CTRS4), Dresden, 3.-5.6.2009. SFB 528, Technische Universität Dresden, D-01062 Dresden: Eigenverlag, 2009, - ISBN 978-3-86780-122-5.
  • 8. DOORMAAL, J.; WEERHEIJM, J.; SLUYS, L.J.: Experimental and numerical determination of the dynamic fracture energy of concrete. Journal de Physique IV, Colloque CX, supplement au Journal de Physique III, Vol. 4, septembre 1994, pp. 501-506.
  • 9. FITOUSSI, J.; MERAGHNI F.; JENDLI, Z.; HUG G.; BAPTISTE D.: Experimental Methodology for High Strain-Rates Tensile Behaviour Analysis of Polymer Matrix Composites. In: Composites Science and Technology, Vol. 65, 2005, pp. 2174-2188.
  • 10. HEGER, J.; BRAMESHUBER, W.; WILL, N. (Edt.): Proceedings of the 1st International RILEM Conference. September 6-7, 2006, Aachen, Germany. RILEM Publications S.A.R.L., 2006.
  • 11. HUFENBACH, W.; ANDRICH, M.; GUDE, M.; LANGKAMP, A.: Contribution to the Simulation of Textile Reinforced Plastics under Crash and Impact Load. In: Kompozyty (Composites), Vol. 4, 2004-9.
  • 12. HUFENBACH, W.: Praxisgerechte Simulationsmodelle zur virtuellen Entwicklung neuartiger Textil-verbundwerkstoffe für Crash- und Impactanwendungen unter Berücksichtigung von Mikro-Meso-Makro-Interaktionen. Forschungsbericht TU Dresden, ILK, 2008.
  • 13. HUFENBACH, W. et. al.: Multidisciplinary Damage Analysis of Textile-Reinforced Composites for Impact and Crash Applications. In: The e-Journal of Nondestructive Testing Bd. 11, Vol. 12, 2006.
  • 14. KARLSTETTER, Ch.: Anwendungspotenziale von textilen 3D-Strukturen in Betonbauteilen. In: Cluster - Treff am Fraunhofer Institut für Bauphysik 3D-Textilstrukturen zur Bewehrung. July, 2010, Holzkirchen.
  • 15. LANGKAMP, A.; HUFENBACH, W.; BÖHM, R.: Auslegung crash- und impactbeanspruchter Leicht-baustrukturen aus textilverstärkten Verbundwerkstoffen mit Hilfe phänomenologischer Schädi-gungsmodelle. 10. Dresdner Leichtbausymposium, 2006.
  • 16. MALVAR, L. J.; ROSS, C. A.: Review of Strain-Rate Effects for Concrete in Tension. In: ACI Materials Journal, Vol. 95, 1998, pp. 735-739.
  • 17. NAIK, N. K.; YERNAMMA P.: Mechanical Behaviour of Acrylic under High Strain Rate Tensile Loading. In: Polymer Testing, Vol. 27, 2008, pp. 504-512.
  • 18. OH, B. H.: Behavior of Concrete under Dynamic Tensile Loads. In: ACI Material Journal, Vol. 84, 1987, pp. 8-13.
  • 19. RIEDEL, W.: Beton unter dynamischen Lasten. Meso- und makromechanische Modelle und ihre Parameter. Dissertation, Ernst-Mach-Institut, Freiburg, Fraunhofer (Hrsg.), 2004.
  • 20. ROMANI, M.: Mauerwerk unter Druckstoßbelastung - Tragverhalten und Berechnung mit Verstär-kung durch Kohlefaserlamellen. Dissertation, Ernst-Mach-Institut, Freiburg, Fraunhofer (Hrsg.), 2008.
  • 21. ROSSI, P.; TOUTLEMONDE, F.: Effect of Loading Rate on the Tensile Behaviour of Concrete: Description of the Physical Mechanisms. In: Materials and Structures, Vol. 29, 1996, pp. 116-118.
  • 22. ROSSI, P.; VAN MIER, J.G.M.; TOUTLEMONDE, F.; LEMAOU, F.; BOULAY, C.: Effect of Loading Rate on the Strength of Concrete Subjected to Uniaxial Tension. In: Materials and Structures, 27, 1994, pp. 260-264.
  • 23. SCHOßIG, M.; BIERÖGEL, Ch.; GRELLMANN, W.; MECKLENBURG, T.: Mechanical Behavior of Glass-Fiber Reinforced Thermoplastic Materials under High Strain Rates. In: Polymer Testing, Vol. 27, 2008, pp. 893-900.
  • 24. SILVA, F.D.A. et. al.: High Speed Tensile Behavior of Sisal Fiber Cement Composites. In: Cement and Concrete Research, Vol. 35, 2005, pp. 11-18.
  • 25. SUKONTASUKKULA, P.; MINDESS, S.; BANTHIA, N.: Properties of confined fibre-reinforced concrete under uniaxial compressive impact. Cement and Concrete Research, Vol. 35, 2005, pp. 11-18.
  • 26. SUKONTASUKKULA, P. et. al.: Properties of confined fibre-reinforced concrete under uniaxial compressive impact. In: Cement and Concrete Research, Vol. 35, 2005, pp. 11-18.
  • 27. THOMA, K.: Fraunhofer Symposium, Future Security. 3rd Security Research Conference Karlsruhe, 10.-11.09.2008.
  • 28. XIAO, S.; LI, H.; LIN, G.: Dynamic Behaviour and Constitutive Model of Concrete at Different Strain Rates. In: Magazine of Concrete Research. Vol. 60, 2008, pp. 271-278.
  • 29. XINRAN X.: Dynamic Tensile Testing of Plastic Materials. In: Polymer Testing, Vol. 27, 2008, pp. 164-178.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-25db9f53-bf35-4faa-9b9f-5dd0d3294043
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