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Finite element analysis of airfield flexible pavement

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Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents a numerical study of an aircraft wheel impacting on a flexible landing surface. The proposed 3D model simulates the behaviour of flexible runway pavement during the landing phase. This model was implemented in a finite element code in order to investigate the impact of repeated cycles of loads on pavement response. In the model, a multi-layer pavement structure was considered. In addition, the asphalt layer (HMA) was assumed to follow a viscoelastoplastic behaviour. The results demonstrate the capability of the model in predicting the permanent deformation distribution in the asphalt layer.
Rocznik
Strony
323--334
Opis fizyczny
Bibliogr. 24 poz., il., tab.
Twórcy
autor
  • Department of Civil, Energy, Environmental and Materials Engineering (DICEAM), University of Reggio Calabria, Reggio Calabria, Italy
Bibliografia
  • 1. D. JOHN SON, B. SUKUMARAN, Y. MEHTA, and M. WILLIS, “Three dimensional finite element analysis of flexible pavements to assess the effects of wander and wheel confi guration,” in FAA Worldwide Airport Technology Transfer Conference, Atlantic City, New Jersey, USA, 2007.
  • 2. M. BUON SANTI and G. LEONARDI, “A Finite Element Model to Evaluate Airport Flexible Pavements Response under Impact,” Applied Mechanics and Materials, vol. 138–139, pp. 257–262, 2011.
  • 3. M. BUON SANTI, G. LEONARDI, and F. SCOPPELLITI, “Modelling Micro-Damage in Granular Solids,” Key Engineering Materials, vol. 525–526, pp. 497–500, 2012.
  • 4. M. BUON SANTI, G. LEONARDI, and F. SCOPELLITI, “A Unified Model for Micromechanics Damage in the Asphalt Concrete,” Key Engineering Materials, vol. 578, pp. 465–468, 2014.
  • 5. I. L. A L-QADI, M. ELSEIFI, and P. J. YOO, “In-situ validation of mechanistic pavement finite element modeling,” in 2nd International Conference on Accelerated Pavement Testing, Minneapolis, 2004.
  • 6. S. ZAGH LOUL and T. WHITE, “Use of a three-dimensional, dynamic finite element program for analysis of flexible pavement,” Transportation Research Record, pp. 60–60, 1993.
  • 7. S. ZAGH LOUL, “Non-linear dynamic analysis of fl exible and rigid pavements,” ETD Collection for Purdue University, 1993.
  • 8. E. TACI ROGLU, “Constitutive modeling of the resilient response of granular solids,” University of Illinois, 1995.
  • 9. Y. KIM, Assessing pavement layer condition using deflection data: Transportation Research Board, National Research Council, 2001.
  • 10. S. ERL INGSSON, “3-D FE analyses of HVS tested low volume road structures–comparison with measurements,” 2002, pp. 2–5.
  • 11. G. R. CHEHAB, Characterization of asphalt concrete in tension using a viscoelastoplastic model: North Carolina State University, 2002.
  • 12. S. PIR ABAROOBAN, M. ZAMAN, and R. TAREFDER, “Evaluation of rutting potential in asphalt mixes using finite element modeling,” in Annual Conference of the Transportation Association of Canada Transportation, St. John’s, Newfoundland and Labrador, 2003, pp. 1–16.
  • 13. M. A. ELSEIFI, I. L. AL-QADI, and P. J. YOO, “Viscoelastic modeling and fi eld validation of fl exible pavements,” Journal of Engineering Mechanics, vol. 132, p. 172, 2006.
  • 14. H. YIN , S. STOFFELS, and M. SOLAIMANIAN, “Optimization of Asphalt Pavement Modeling based on the Global-Local 3D FEM Approach,” Road materials and pavement design, vol. 9, pp. 345–355, 2008.
  • 15. M. A. ONYANGO, “Verification of mechanistic prediction models for permanent deformation in asphalt mixes using accelerated pavement testing,” 2009.
  • 16. Y. HUA NG, Pavement analysis and design vol. 367: Prentice Hall, 1993.
  • 17. AIRBUS , “Airplane Characteristics A321,” 1995.
  • 18. AAIB, “AAIB Bulletin: 6/2009 EW/C2008/07/02,” 2009.
  • 19. J. WRI GHT and J. COOPER, Introduction to aircraft aeroelasticity and loads: Wiley, 2007.
  • 20. M. BUO NSANTI and G. LEONARDI, “FEM Analysis of Airport Flexible Pavements Reinforced with Geogrids,” Advanced Science Letters, vol. 13, pp. 392–395, 2012.
  • 21. M. BUO NSANTI, G. LEONARDI, and F. SCOPELLITI, “Theoretical and Computational Analysis of Airport Flexible Pavements Reinforced with Geogrids,” in RILEM Bookseries. vol. 4, A. Scarpas, N. Kringos, I. L. Al-Qadi, and A. Loizos, Eds., ed: Springer 2012, pp. 1219–1227.
  • 22. A. H. ABED and A. A. AL-AZZAWI, “Evaluation of Rutting Depth in Flexible Pavements by Using Finite Element Analysis and Local Empirical Model,” American Journal of Engineering and Applied Sciences, vol. 5, pp. 163–169, 2012.
  • 23. H. KRA US, “Creep analysis,” Research supported by the Welding Research Council. New York, Wiley- Interscience, 1980. 263 p, 1980.
  • 24. C. HUA NG, R. ABU AL-RUB, E. MASAD, and D. LITTLE, “Three-Dimensional Simulations of Asphalt Pavement Permanent Deformation Using a Nonlinear Viscoelastic and Viscoplastic Model,” Journal of Materials in Civil Engineering, vol. 23, pp. 56–68, 2011.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-679cbabb-9269-41d7-aef5-9d72017f496b
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