Structural Engineering and Mechanics

  • 제16권2호
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  • Pages.115-126
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  • 2003
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Development of finite element model using incremental endochronic theory for temperature sensitive material

  • Kerh, Tienfuan (Department of Civil Engineering, National Pingtung University of Science and Technology) ;
  • Lin, Y.C. (Department of Civil Engineering, National Pingtung University of Science and Technology)
  • 투고 : 2001.08.08
  • 심사 : 2003.06.03
  • 발행 : 2003.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

A novel finite element model based on the incremental endochronic theory with the effect of temperature was developed in this study to explore the deformed behaviors of a flexible pavement material. Three mesh systems and two loading steps were used in the calculation process for a specimen of three-dimensional circular cylinder. Computational results in the case of an uni-axial compression test for temperatures at $20^{\circ}C$ and at $40^{\circ}C$ were compared with available experimental measurements to verify the ability of developing numerical scheme. The isotropic response and the deviatoric response due to the thermal effect were presented from deformations in different profiles and displacement plots for the entire specimen. The characteristics of changing asphalt concrete material under a specified loading condition might be seen clearly from the numerical results, and might provide an useful information in the field of road engineering.

키워드

참고문헌

  1. AASHTO (1993), "Guide for design of pavement structure", American Association of State Highway andTransportation Officials, Washington D.C., USA.
  2. Fagan, M.J. (1992), Finite Element Analysis, Theory and Practice, Longman Scientific and Technical, UK.
  3. Henriksen, M. (1984), "Nonlinear viscoelastic stress analysis - A finite element approach", Comput. Struct.,18(1), 133-139. https://doi.org/10.1016/0045-7949(84)90088-9
  4. Kerh, T. and Huang, C.Y. (1998), "Finite element application of an incremental endochronic model to flexiblepavement materials", Struct. Eng. Mech., 6(7), 817-826. https://doi.org/10.12989/sem.1998.6.7.817
  5. Lee, C.F. (1995), "Recent finite element applications of the incremental endochronic plasticity", Int. J. Plasticity,11(7), 843-865. https://doi.org/10.1016/S0749-6419(95)00034-8
  6. Liu, M.L. (1993), "The structure response of pavement by using the hypoelastic model", The 17th Nat. Conf.Theo. Appl. Mech., Taiwan, 761-768.
  7. Lu, J.K. (1998), "The endochronic model for temperature sensitive materials", Int. J. Plasticity, 14(10-11), 997-1012. https://doi.org/10.1016/S0749-6419(98)00042-4
  8. Lu, J.K. and Pang, C. (1995), "Plasticity model of the mechanical behavior for an asphalt concrete", J. TaiwanHighway Eng., 21(11/12), 58-64.
  9. Lytton, R.L. and Roque, R. (1991), "Performance-models and validation of test results", SHRP report A-005,Texas. Transportation Institute, Texas A&M University, TX, USA.
  10. Moaveni, S. (1999), Finite Element Analysis, Theory and Application with ANSYS, Prentice-Hall, Inc., USA.
  11. Monismith, C.L. (1992), "Analytically based asphalt pavement design and rehabilitation: Theory and practice",TRB 1354, 5-26.
  12. Monismith, C.L., Hick, R.G. and Finn, F.N. (1991), "Performance-related testing and measuring of asphaltaggregateinteraction and mixtures", SHRP Report A-003, Institute of Transportation Studies, U. C. Berkeley,CA, USA.
  13. Peng, X. and Ponter, A.R.S. (1993a), "Extremal properties of endochronic plasticity, Part I: Extremal path of theconstitutive equation with a yield surface", Int. J. Plasticity, 9, 551-566. https://doi.org/10.1016/0749-6419(93)90019-M
  14. Peng, X. and Ponter, A.R.S. (1993b), "Extremal properties of endochronic plasticity, Part II: Extremal path of theconstitutive equation with a yield surface and application", Int. J. Plasticity, 9, 567-581. https://doi.org/10.1016/0749-6419(93)90020-Q
  15. Rowe, G.M., Brown, S.F. and Bouldin, M.J. (1995), "Visco-elastic analysis of hot mix asphalt pavementstructures", Transportation Research Board 74th Annual Meeting, Washington D.C., Paper No. 95-0617.
  16. Sargious, M. (1975), Pavement and Surfacing for Highways and Airports, Applied Science Pub. Ltd., England.
  17. Sugiura, K., Lee, G.C. and Chang, K.C. (1987), "Endochronic theory for structures steel under nonproportionalloading", J. Eng. Mech., 113(12), 1901-1917. https://doi.org/10.1061/(ASCE)0733-9399(1987)113:12(1901)
  18. Uzan, J. (1992), "Resilient characterization of pavement materials", Int. J. Numerical Analytical Methods inGeomechanics, 16, 453-549. https://doi.org/10.1002/nag.1610160605
  19. Valanis, K.C. and Fan, J. (1983), "Endochronic analysis of cyclic elastoplastic strain fields in a notched plate", J.Appl. Mech., Transactions of the ASME, 50, 789-974. https://doi.org/10.1115/1.3167147
  20. Wieckowski, Z. (2000), "Dual finite element methods in homogenization for elastic-plastic fibrous compositematerial", Int. J. Plasticity, 16, 199-221. https://doi.org/10.1016/0749-6419(94)00042-5
  21. Wu, H.C., Hong, H.K. and Lu, J.K. (1995), "An endochronic theory accounted for deformation inducedanisotropy", Int. J. Plasticity, 11(2), 145-162. https://doi.org/10.1016/0749-6419(94)00042-5
  22. Wu, H.C., Wang, P.T., Pan, W.F. and Xu, Z.Y. (1990), "Cyclic stress-strain response of porous aluminum", Int. J.Plasticity, 6, 207-230. https://doi.org/10.1016/0749-6419(90)90022-7
  23. Wu, H.C. and Aboutorabi, M.R. (1988), "Endochronic modeling of coupled volumetric-deviatoric behavior ofporous and granular materials", Int. J. Plasticity, 4, 163-181. https://doi.org/10.1016/0749-6419(88)90019-8
  24. Wu, H.C. and Wang, T.P. (1983), "Endochronic description of sand response to static loading", J. Eng. Mech.,ASCE, 109, 970-987. https://doi.org/10.1061/(ASCE)0733-9399(1983)109:4(970)
  25. Wu, H.C., Wang, Z.K. and Aboutorabi, M.R. (1985), "Endochronic modeling of sand in true triaxial test", J.Eng. Mech., 111(10), 1257-1276. https://doi.org/10.1061/(ASCE)0733-9399(1985)111:10(1257)
  26. Wu, H.C. and Sheu, J.C. (1983), "Endochronic modeling for shear hysteresis of sand", J. Geotechnical Eng.,109(12), 1539-1550. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:12(1539)
  27. Wu, H.C. and Aboutorabi, M.R. (1988), "Endochronic model of sand with circular stress", J. Geotechnical Eng.,114(1), 93-103. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:1(93)
  28. Yoon, J.W., Yang, D.Y., Chung, K. and Barlat, F. (1999), "A general elasto-plastic finite element formulationbase on incremental deformation theory for planar anisotropy and its application to sheet metal forming", Int.J. Plasticity, 15, 35-67. https://doi.org/10.1016/S0749-6419(98)00059-X

피인용 문헌

  1. Time-dependent and inelastic behaviors of fiber- and particle hybrid composites vol.34, pp.4, 2010, https://doi.org/10.12989/sem.2010.34.4.525