Mechanistic-based constitutive modeling of oxidative aging in aging-susceptible materials and its effect on the damage potential of asphalt concrete
暂无分享,去创建一个
Sun-Myung Kim | Charles J. Glover | Dallas N. Little | Rashid K. Abu Al-Rub | Rashid K. Abu Al-Rub | Masoud K. Darabi | D. Little | Sun-Myung Kim | C. Glover | R. Al-Rub
[1] R. R. Davison,et al. Effect of Oxidation Pressure on Asphalt Hardening Susceptibility , 1999 .
[2] Dallas N. Little,et al. A micro-damage healing model that improves prediction of fatigue life in asphalt mixes , 2010 .
[3] Dallas N. Little,et al. A microstructure-based viscoplastic model for asphalt concrete , 2005 .
[4] Masoud K. Darabi,et al. A thermo-viscoelastic-viscoplastic-viscodamage constitutive model for asphaltic materials , 2011 .
[5] Richard Schapery. On the characterization of nonlinear viscoelastic materials , 1969 .
[6] Richard Schapery,et al. A theory of mechanical behavior of elastic media with growing damage and other changes in structure , 1990 .
[7] Eyad Masad,et al. Nonlinear viscoelastic analysis of unaged and aged asphalt binders , 2008 .
[8] Y. Richard Kim,et al. Effects of Aging on Viscoelastic Properties of Asphalt-Aggregate Mixtures , 1998 .
[9] Dallas N. Little,et al. Thermodynamic‐based model for coupling temperature‐dependent viscoelastic, viscoplastic, and viscodamage constitutive behavior of asphalt mixtures , 2012 .
[10] J Claine Petersen,et al. EFFECTS OF PHYSICOCHEMICAL FACTORS ON ASPHALT OXIDATION KINETICS , 1993 .
[11] S. Dessouky,et al. Effect of pre-heating duration and temperature conditioning on the rheological properties of bitumen , 2011 .
[12] C. Glover,et al. A Transport Model of Asphalt Binder Oxidation in Pavements , 2009 .
[13] Charles J. Glover,et al. REACTION RATES AND HARDENING SUSCEPTIBILITIES AS DETERMINED FROM PRESSURE OXYGEN VESSEL AGING OF ASPHALTS , 1992 .
[14] Dallas N. Little,et al. A continuum damage mechanics framework for modeling micro-damage healing , 2012 .
[15] Dallas N. Little,et al. A thermodynamic framework for constitutive modeling of time- and rate-dependent materials. Part II: Numerical aspects and application to asphalt concrete , 2012 .
[16] Dallas N. Little,et al. Three-Dimensional Simulations of Asphalt Pavement Permanent Deformation Using a Nonlinear Viscoelastic and Viscoplastic Model , 2011 .
[17] Lubinda F. Walubita,et al. Comparison of fatigue analysis approaches for predicting fatigue lives of hot-mix asphalt concrete (HMAC) mixtures , 2006 .
[18] Dallas N. Little,et al. Numerical implementation and validation of a nonlinear viscoelastic and viscoplastic model for asphalt mixes , 2011 .
[19] Glaucio H. Paulino,et al. Viscoelastic Functionally Graded Finite-Element Method Using Correspondence Principle , 2011 .
[20] Sun-Myung Kim,et al. Computational applications of a coupled plasticity-damage constitutive model for simulating plain concrete fracture , 2010 .
[21] Charles J. Glover,et al. ASPHALT AGING IN TEXAS ROADS AND TEST SECTIONS , 1990 .
[22] Eyad Masad,et al. Improving the Sustainability of Asphalt Pavements through Developing a Predictive Model with Fundamental Material Properties , 2009 .
[23] Shaopeng Wu,et al. Effect of ageing on rheological properties of storage-stable SBS/sulfur-modified asphalts. , 2010, Journal of hazardous materials.
[24] Melanie Mitchell,et al. An introduction to genetic algorithms , 1996 .
[25] D. Y. Lee,et al. Weathering of Asphalts as Characterized by Infrared Multiple Internal Reflection Spectra , 1973 .
[26] F. Cozzarelli,et al. Non-linear creep damage under one-dimensional variable tensile stress , 1979 .
[27] M. Emin Kutay,et al. Multiaxial Strain Response of Asphalt Concrete Measured During Flow Number Performance Test , 2009 .
[28] Rashid K. Abu Al-Rub,et al. A thermodynamic framework for constitutive modeling of time- and rate-dependent materials. Part I: Theory , 2012 .
[29] G. Paulino,et al. Asphalt Pavement Aging and Temperature Dependent Properties through a Functionally Graded Viscoelastic Model, Part-I: Development, Implementation and Verification , 2009 .
[30] F. A. Cozzarelli,et al. One-dimensional strain-dependent creep damage in inhomogeneous materials , 1986 .
[31] Sung Hoon Jung,et al. Application of Calibrated Mechanistic Fatigue Analysis with Aging Effects , 2006 .
[32] William N. Houston,et al. Environmental Effects in Pavement Mix and Structural Design Systems , 2005 .
[33] I. B. Kazatchkov,et al. Relationship between chemical and rheological properties of two asphalts of different origins , 2008 .
[34] P. Perzyna. Thermodynamic Theory of Viscoplasticity , 1971 .
[35] S. W. Park,et al. Methods of interconversion between linear viscoelastic material functions. Part I-a numerical method based on Prony series , 1999 .
[36] Effects of aging on the properties of modified asphalt binder with flame retardants , 2010 .
[37] R. R. Davison,et al. Changes in Corbett Fraction Composition During Oxidation of Asphalt Fractions , 1998 .
[38] Norman W. Garrick,et al. NONLINEAR DIFFERENTIAL EQUATION FOR MODELING ASPHALT AGING , 1995 .
[39] Meng Liu,et al. The kinetics of carbonyl formation in asphalt , 1996 .
[40] F. A. Leckie,et al. Creep problems in structural members , 1969 .
[41] Dallas N. Little,et al. Comparing finite element and constitutive modelling techniques for predicting rutting of asphalt pavements , 2012 .
[42] M W Witczak,et al. DEVELOPMENT OF A GLOBAL AGING SYSTEM FOR SHORT AND LONG TERM AGING OF ASPHALT CEMENTS (WITH DISCUSSION) , 1995 .
[43] A. Chowdhury,et al. EVALUATION OF BINDER AGING AND ITS INFLUENCE IN AGING OF HOT MIX ASPHALT CONCRETE: LITERATURE REVIEW AND EXPERIMENTAL DESIGN , 2009 .
[44] Dallas N. Little,et al. Viscoplastic modeling of asphalt mixes with the effects of anisotropy, damage and aggregate characteristics , 2005 .
[45] Charles J. Glover,et al. Oxygen Uptake As Correlated to Carbonyl Growth in Aged Asphalts and Asphalt Corbett Fractions , 1998 .