Browse > Article
http://dx.doi.org/10.12989/sem.2003.16.2.115

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)
Publication Information
Structural Engineering and Mechanics / v.16, no.2, 2003 , pp. 115-126 More about this Journal
Abstract
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.
Keywords
temperature sensitive material; endochronic theory; finite element method; isotropic response; deviatoric response;
Citations & Related Records

Times Cited By Web Of Science : 0  (Related Records In Web of Science)
Times Cited By SCOPUS : 1
연도 인용수 순위
1 Fagan, M.J. (1992), Finite Element Analysis, Theory and Practice, Longman Scientific and Technical, UK.
2 Lu, J.K. (1998), "The endochronic model for temperature sensitive materials", Int. J. Plasticity, 14(10-11), 997-1012.   DOI   ScienceOn
3 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.
4 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.
5 Sugiura, K., Lee, G.C. and Chang, K.C. (1987), "Endochronic theory for structures steel under nonproportionalloading", J. Eng. Mech., 113(12), 1901-1917.   DOI   ScienceOn
6 Wu, H.C. and Sheu, J.C. (1983), "Endochronic modeling for shear hysteresis of sand", J. Geotechnical Eng.,109(12), 1539-1550.   DOI
7 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.   DOI   ScienceOn
8 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.
9 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.   DOI   ScienceOn
10 Wu, H.C. and Aboutorabi, M.R. (1988), "Endochronic model of sand with circular stress", J. Geotechnical Eng.,114(1), 93-103.   DOI   ScienceOn
11 AASHTO (1993), "Guide for design of pavement structure", American Association of State Highway and Transportation Officials, Washington D.C., USA.
12 Lee, C.F. (1995), "Recent finite element applications of the incremental endochronic plasticity", Int. J. Plasticity,11(7), 843-865.   DOI   ScienceOn
13 Sargious, M. (1975), Pavement and Surfacing for Highways and Airports, Applied Science Pub. Ltd., England.
14 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.   DOI   ScienceOn
15 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.   DOI   ScienceOn
16 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.   DOI   ScienceOn
17 Liu, M.L. (1993), "The structure response of pavement by using the hypoelastic model", The 17th Nat. Conf.Theo. Appl. Mech., Taiwan, 761-768.
18 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.   DOI   ScienceOn
19 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.
20 Monismith, C.L. (1992), "Analytically based asphalt pavement design and rehabilitation: Theory and practice",TRB 1354, 5-26.
21 Uzan, J. (1992), "Resilient characterization of pavement materials", Int. J. Numerical Analytical Methods inGeomechanics, 16, 453-549.   DOI
22 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.   DOI   ScienceOn
23 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.   DOI   ScienceOn
24 Wu, H.C. and Wang, T.P. (1983), "Endochronic description of sand response to static loading", J. Eng. Mech.,ASCE, 109, 970-987.   DOI   ScienceOn
25 Henriksen, M. (1984), "Nonlinear viscoelastic stress analysis - A finite element approach", Comput. Struct.,18(1), 133-139.   DOI   ScienceOn
26 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.   DOI
27 Wieckowski, Z. (2000), "Dual finite element methods in homogenization for elastic-plastic fibrous compositematerial", Int. J. Plasticity, 16, 199-221.   DOI   ScienceOn
28 Moaveni, S. (1999), Finite Element Analysis, Theory and Application with ANSYS, Prentice-Hall, Inc., USA.