372
Views
2
CrossRef citations to date
0
Altmetric
Articles

Mechanistic procedure for parameter determination of multiplicative decomposition based constitutive models

, , &
Pages 391-403 | Received 03 Aug 2015, Accepted 25 Aug 2015, Published online: 19 Nov 2015

References

  • Christensen, D.W. and Bonaquist, R., 2005. Practical application of continuum damage theory to fatigue phenomena in asphalt concrete mixtures. AAPT, 74, 963–1002.
  • Coleman, B.D. and Gurtin, M., 1967. Thermodynamics with internal variables. Journal of Chemical Physics, 47, 597–613.
  • Erkens, S.M.J.G., 2002. Asphalt concrete response – determination, modeling and prediction. Delft: Delft University Press, TU Delft.
  • Erkens, S.M.J.G., Liu, X., and Scarpas, A., 2002. 3D finite element model for asphalt concrete response simulation. International Journal of Geomechanics, 2 (3), 305–330.10.1061/(ASCE)1532-3641(2002)2:3(305)
  • Holzapfel, G.A., 1996. On large strain viscoelasticity: continuum formulation and finite element application to elastomeric structures. International Journal for Numerical Methods in Engineering, 39, 3902–3926.
  • Kutay, M.E., Gibson, N., and Youtcheff, J., 2008. Conventional and viscoelastic continuum damage based fatigue analysis of polymer modified asphalt pavements. AAPT, 77, 395–434.
  • Kringos, N., Scarpas, A., and Kasbergen, C., 2007. Three-dimensional elasto-visco-plastic finite element model for combined physical-mechanical moisture induced damage in asphaltic mixtures, Journal Association Asphalt Paving Technologists, 76, 495-542.
  • Lee, E.H., 1969. Elastic-plastic deformation at finite strains. Journal of Applied Mechanics, 36, 1–6.10.1115/1.3564580
  • Lee, E.H. and Liu, D.T., 1967. Finite-strain elastic–plastic theory particularly for plane wave analysis. Journal of Applied Physics, 38, 19–27.
  • Lo Presti D., et al., 2012. Mechanical characterisation of reclaimed asphalt mixes for modelling purposes. Paper presented at the 7th international conference on maintenance and rehabilitation of pavements and technological control, MAIREPAV 2012, 28–30 August 2012. Auckland, New Zealand: University of Auckland's Business School. Available from: www.scopus.com
  • Lubarda, V.A., 2002. Elastoplasticity theory. Boca Raton, FL: CRC Press.
  • Lurie, A.I., 1990. Non linear theory of elasticity. Amsterdam: North Holland. Available from: https://books.google.nl/books?hl=nl&lr=&id=yzQSoURdr3cC&oi=fnd&pg=PP1&dq=Lurie+Nonlinear+theory+of+Elasticity,+North+Holland,+Amsterdam,+1990.&ots=Uou_tJalAZ&sig=Qg_Zs_JRUR_8GLLXWF3W5UVST1M#v=onepage&q=Lurie%20Nonlinear%20theory%20of%20Elasticity%2C%20North%20Holland%2C%20Amsterdam%2C%201990.&f=false
  • Lytton, R., et al., 1993. Development and validation of performance prediction models and specifications for asphalt binders and paving mixes. Report No. SHRP-A-357, Strategic Highway research program. Available from: http://onlinepubs.trb.org/onlinepubs/shrp/SHRP-A-357.pdf
  • Monismith, C.L. and Secor, K.E., 1962. Viscoelastic behaviour of asphalt concrete pavements, International conference on structural design of asphalt pavements, Michigan.
  • Murali Krishnan, J. and Rajagopal, K.R., 2003. Review of the uses and modeling of bitumen from ancient to modern times. Applied Mechanics Reviews, 56, 149–214.10.1115/1.1529658
  • Murali Krishnan, J. and Rajagopal, K.R., 2004. Thermodynamic framework for the constitutive modeling of asphalt concrete: theory and applications. Journal of Materials in Civil Engineering, 16, 155–166.10.1061/(ASCE)0899-1561(2004)16:2(155)
  • Murali Krishnan, J. and Rajagopal, K.R., 2005. On the mechanical behavior of asphalt. Mechanics of Materials, 37, 1085–1100.10.1016/j.mechmat.2004.09.005
  • Nilsson, R.N., Hopman, P.C., and Isacsson, U., 2002. Influence of different rheological models on predicted pavement responses in flexible pavements. International Journal of Road Materials and Pavement Design (RMPD), 3 (2), 117–149. Available from: http://trid.trb.org/view.aspx?id=1160313
  • Oeser, M., et al., 2008. Studies on creep and recovery of rheological bodies based upon conventional and fractional formulations and their application on asphalt mixture. International Journal of Pavement Engineering, 9, 373–386.10.1080/10298430802068923
  • Olard, F. and di Benedetto, H.D., 2003. General2S2P1D model and relation between the linear viscoelastic behaviors of bituminous binders and mixes. Road Materials and Pavement Design, 4, 185–224.
  • Park, S.W., Richard Kim, Y.R., and Schapery, R.A., 1996. A viscoelastic continuum damage model and its application to uniaxial behavior of asphalt concrete. Mechanics of Materials, 24, 241–255.10.1016/S0167-6636(96)00042-7
  • van der Poel, C., 1958. On the rheology of concentrated dispersions. Acta Rheologica, 1, 198–205.
  • Kim, Y.R. and Little, D.N., 1990. One-dimensional constitutive modeling of asphalt concrete. Journal of Engineering Mechanics, 116, 751–772.10.1061/(ASCE)0733-9399(1990)116:4(751)
  • Scarpas, A., 2004. A mechanics based computational platform for pavement engineering. Delft: TU Delft publication, TU Delft.
  • Scarpas, A., et al., 1997. Finite element simulation of damage development in asphalt concrete pavements. 8th international conference of damage development in asphalt concrete pavements, Washington: University of Washington, 673–692.
  • Schapery, R.A., 1984. Correspondence principles and a generalized j integral for large deformation and fracture analysis of viscoelastic media. International Journal of Fracture, 25, 195–223.10.1007/BF01140837
  • Underwood, B.S., Kim, Y.R., and Guddati, M.N., 2010. Improved calculation method of damage parameter in viscoelastic continuum damage model. International Journal of Pavement Engineering, 11, 459–476.10.1080/10298430903398088
  • Uzan, J. and Levenberg, E., 2007. Advanced testing and characterization of asphalt concrete materials in tension. International Journal of Geomechanics, 7, 158–165.10.1061/(ASCE)1532-3641(2007)7:2(158)
  • Xu, Q. and Solaimanian, M., 2009. Modelling linear viscoelastic properties of asphalt concrete by the Huet–Sayegh model. International Journal of Pavement Engineering, 10, 401–422.10.1080/10298430802524784

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.