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Finite element analysis for airfield asphalt pavements rutting prediction

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper presents a numerical study of an aircraft wheel impacting on a flexible pavement. The proposed three dimensional 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 permanent deformation. In the model a traditional multi-layer pavement structure was considered. In addition, the asphalt layer (HMA) was assumed to follow an elasto-viscoplastic behaviour. The results demonstrate the capability of the model in predicting the permanent deformation distribution in the asphalt layer.
Rocznik
Strony
397--403
Opis fizyczny
Bibliogr. 28 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Civil Engineering, Energy, Environment and Materials (DICEAM), University of Reggio Calabria, 89060, Reggio Calabria, Italy
Bibliografia
  • [1] I.L. Al-Qadi, M. Elseifi, and P.J. Yoo, “In-situ validation of mechanistic pavement finite element modeling”, 2nd Int. Conf. on Accelerated Pavement Testing 1, CD-ROM ( 2004).
  • [2] S. Zaghloul and T.White, “Use of a three-dimensional, dynamic finite element program for analysis of flexible pavement”, Transportation Research Record 7, 60-60 (1993).
  • [3] S. Zaghloul, Non-Linear Dynamic Analysis of Flexible and Rigid Pavements, ETD Collection for Purdue University, West Lafayette, 1993.
  • [4] E. Taciroglu, Constitutive Modeling of the Resilient Response of Granular Solids, University of Illinois, Illinois, 1995.
  • [5] Y. Kim, Assessing Pavement Layer Condition Using Deflection Data, Transportation Research Board, National Research Council, Milano, 2001.
  • [6] S. Erlingsson, “3-D FE analyses of HVS tested low volume road structures - comparison with measurements”, Proc. 3rd Int. Symp. on 3D Finite Element for Pavement Analysis, Design & Research 1, 339-350 (2002).
  • [7] M.A. Elseifi, I.L. Al-Qadi, and P.J. Yoo, “Viscoelastic modeling and field validation of flexible pavements”, J. Engineering Mechanics 132, 172 (2006).
  • [8] 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 9, 345-355 (2008).
  • [9] G.R. Chehab, Characterization of Asphalt Concrete in Tension Using a Viscoelastoplastic Model, North Carolina State University, Carolina, 2002.
  • [10] M.A. Onyango, “Verification of mechanistic prediction models for permanent deformation in asphalt mixes using accelerated pavement testing”, PHD Dissertation, Kansas State University, Kansas, 2009.
  • [11] S. Pirabarooban, M. Zaman, and R. Tarefder, “Evaluation of rutting potential in asphalt mixes using finite element modeling”, Annual Conf. Transportation Association of Canada Transportation 1, 1-16 (2003).
  • [12] B. Huang, L.N. Mohammad, and M. Rasoulian, “Threedimensional numerical simulation of asphalt pavement at Louisiana accelerated loading facility”, Transportation Research Record: J. Transportation Research Board 1764, 44-58 (2001).
  • [13] H. Huang, “Analysis of accelerated pavement tests and finite element modeling of rutting phenomenon”, Ph.D. Thesis, Purdue University,West Lafayette, 1995.
  • [14] J. Hua, “Finite element modeling and analysis of accelerated pavement testing devices and rutting phenomenon”, Ph.D. Thesis, Purdue University, West Lafayette, 2000.
  • [15] I. L. Al-Qadi, P.J. Yoo, M.A. Elseifi, and S. Nelson, “Creep behavior of hot-mix asphalt due to heavy vehicular tire loading”, J. Engineering Mechanics 135, 1265-1273 (2009).
  • [16] H. Fang, J.E. Haddock, T.D. White, and A.J. Hand, “On the characterization of exible pavement rutting using creep modelbased ¨ynite element analysis”, Finite Elements in Analysis and Design 41, 49-73 (2004).
  • [17] Y. Huang, Pavement Analysis and Design, Prentice Hall, London, 1993.
  • [18] M.N.S. Hadi and B. Bodhinayake, “Non-linear finite element analysis of flexible pavements”, Advances in Engineering Software 34, 657-662 (2003).
  • [19] M. Kim, “Three-dimensional finite element analysis of flexible pavements considering nonlinear pavement foundation behavior”, PhD Thesis, University of Illinois, Urbana, 2007.
  • [20] C. Huang, R. Abu Al-Rub, E. Masad, and D. Little, “Threedimensional simulations of asphalt pavement permanent deformation using a nonlinear viscoelastic and viscoplastic model”, J. Materials in Civil Engineering 23, 56-68 (2011).
  • [21] AIRBUS, “Airplane characteristics A321”, 1995.
  • [22] AAIB, “AAIB Bulletin: 6/2009 EW/C2008/07/02”, 2009.
  • [23] J. Wright and J. Cooper, Introduction to Aircraft Aeroelasticity and Loads: Wiley, London, 2007.
  • [24] M. Buonsanti and G. Leonardi, “FEM analysis of airport flexible pavements reinforced with geogrids”, Advanced Science Letters 13, 392-395 (2012).
  • [25] M. Buonsanti, G. Leonardi, and F. Scopelliti, “Theoretical and computational analysis of airport flexible pavements reinforced with geogrids”, in RILEM Bookseries. vol. 4, pp. 1219-1227, eds. A. Scarpas, N. Kringos, I. L. Al-Qadi, and A. Loizos, Springer, Berlin, 2012.
  • [26] H. Fang, J.E. Haddock, T.D. White, and A.J. Hand, “On the characterization of flexible pavement rutting using creep model-based finite element analysis”, Finite Elements in Analysis and Design 41, 49-73 (2004).
  • [27] L.A. Al-Khateeb, A. Saoud, and M.F. Al-Msouti, “Rutting prediction of flexible pavements using finite element modeling”, Jordan J. Civil Engineering 5, CD-ROM (2011).
  • [28] S. Pandey, K.R. Rao, and D. Tiwari, “Effect of geogrid reinforcement on critical responses of bituminous pavements”, 25th ARRB Conf. 1, CD-ROM (2012).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2ae79190-553e-441d-9ffa-b00c3eebcac5
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