Strength size effect in asphalt binders and mixtures at low temperature

University of Minnesota Ph.D. dissertation. January 2013. Major: Civil Engineering. Advisors: Mihai O. Marasteanu, Jia-Liang Le. 1 computer file (PDF); vii, 113 pages.

[1]  James G. Berryman,et al.  Measurement of spatial correlation functions using image processing techniques , 1985 .

[2]  Achintya Haldar,et al.  Probability, Reliability and Statistical Methods in Engineering Design (Haldar, Mahadevan) , 1999 .

[3]  Oliver C. Mullins,et al.  Optical Interrogation of Aromatic Moieties in Crude Oils and Asphaltenes , 1998 .

[4]  Ulf Isacsson,et al.  Cracking of asphalt at low temperature as related to bitumen rheology , 1998 .

[5]  Wilson H. Tang,et al.  Probability concepts in engineering planning and design , 1984 .

[6]  Drahomír Novák,et al.  ENERGETIC-STATISTICAL SIZE EFFECT IN QUASIBRITTLE FAILURE AT CRACK INITIATION , 2000 .

[7]  J. Masson,et al.  Bitumen morphologies by phase‐detection atomic force microscopy , 2006, Journal of microscopy.

[8]  Peter Greil,et al.  Lifetime prediction of CAD/CAM dental ceramics. , 2002, Journal of biomedical materials research.

[9]  E. J. Gumbel,et al.  Statistics of Extremes - Gumbel, E.J. , 1962 .

[10]  S. L. Phoenix,et al.  A statistical model for the time dependent failure of unidirectional composite materials under local elastic load-sharing among fibers , 1983 .

[11]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[12]  J. C. Petersen,et al.  LIME TREATMENT OF ASPHALT TO REDUCE AGE HARDENING AND IMPROVE FLOW PROPERTIES (WITH DISCUSSION) , 1987 .

[13]  David Cebon,et al.  An experimental investigation of the fracture mechanics of bitumen and asphalt , 2008 .

[14]  M. Fréchet Sur la loi de probabilité de l'écart maximum , 1928 .

[15]  S. Batdorf,et al.  Tensile Strength of Unidirectionally Reinforced Composites — I , 1982 .

[16]  R. Fisher,et al.  Limiting forms of the frequency distribution of the largest or smallest member of a sample , 1928, Mathematical Proceedings of the Cambridge Philosophical Society.

[17]  C. Rocco Influencia del tamaño y mecanismos de rotura del ensayo de compresión diametral , 1996 .

[18]  J. Bouchaud,et al.  Theory of financial risks : from statistical physics to risk management , 2000 .

[19]  R. Moats,et al.  NMR SPECTROSCOPY IN THE CHARACTERIZATION OF EIGHT SELECTED ASPHALTS. IN: AMERICAN CHEMICAL SOCIETY SYMPOSIUM ON CHEMISTRY AND CHARACTERIZATION OF ASPHALTS, AUGUST 1990, WASHINGTON, D.C. , 1992 .

[20]  Martin Z. Bazant,et al.  Scaling of strength and lifetime probability distributions of quasibrittle structures based on atomistic fracture mechanics , 2009, Proceedings of the National Academy of Sciences.

[21]  J. Planche,et al.  A structure‐related model to describe asphalt linear viscoelasticity , 1996 .

[22]  E. Sheu,et al.  Macrostructure of asphaltenes in vacuum residue by small-angle X-ray scattering , 1993 .

[23]  P. E. James T. P. Yao,et al.  Probability, Reliability and Statistical Methods in Engineering Design , 2001 .

[24]  Mugurel Ioan Turos Determining the flexural strength of asphalt mixtures using the Bending Beam Rheometer. , 2010 .

[25]  Z. Bažant,et al.  Fracture and Size Effect in Concrete and Other Quasibrittle Materials , 1997 .

[26]  T. J. Hirsch,et al.  Modulus of Elasticity iof Concrete Affected by Elastic Moduli of Cement Paste Matrix and Aggregate , 1962 .

[27]  M. Marasteanu,et al.  Microstructural characterization of asphalt mixtures containing recycled asphalt materials , 2013 .

[28]  J. Speight,et al.  Relation of petroleum resins to asphaltenes , 1975 .

[29]  E. Moskala A fracture mechanics approach to environmental stress cracking in poly(ethyleneterephthalate) , 1998 .

[30]  Zdeněk P. Bažant,et al.  Activation energy based extreme value statistics and size effect in brittle and quasibrittle fracture , 2007 .

[31]  S. Torquato Random Heterogeneous Materials , 2002 .

[32]  P. Rigden The use of fillers in bituminous road surfacings. A study of filler‐binder systems in relation to filler characteristics , 1947 .

[33]  F. Bonemazzi,et al.  Characteristics of Polymers and Polymer-Modified Binders , 1996 .

[34]  G. Oehlert A first course in design and analysis of experiments , 2000 .

[35]  Edwin J. Barth Asphalt: Science And Technology , 1962 .

[36]  Hussain U Bahia,et al.  Low Temperature Cracking Characterization of Asphalt Binders by Means of the Single-Edge Notch Bending (SENB) Test , 2011 .

[37]  Ravindra Gettu,et al.  Rate Effects and Load Relaxation in Static Fracture of Concrete , 1992 .

[38]  Adam Zofka,et al.  Development of Double Edge Notched Tension (DENT) Test for Asphalt Binders , 2007 .

[39]  Zdeněk P. Bažant,et al.  Scaling of Strength and Lifetime Distributions of Quasibrittle Structures , 2011 .

[40]  Peter Grassl,et al.  Random Lattice-Particle Simulation of Statistical Size Effect in Quasi-Brittle Structures Failing at Crack Initiation , 2009 .

[41]  J. Craus,et al.  Selective sorption in filler-bitumen systems , 1979 .

[42]  Galileo Galilei,et al.  Discorsi e dimostrazioni matematiche intorno a due nuove scienze (1638) , 1958 .

[43]  L. Loeber,et al.  New direct observations of asphalts and asphalt binders by scanning electron microscopy and atomic force microscopy , 1996 .

[44]  A. Molenaar,et al.  Low temperature behavior of very hard bituminous binder material for road applications , 2008 .

[45]  Zdeněk P. Bažant,et al.  Computation of Probability Distribution of Strength of Quasibrittle Structures Failing at Macrocrack Initiation , 2012 .

[46]  C. Bell SUMMARY REPORT ON AGING OF ASPHALT-AGGREGATE SYSTEMS , 1989 .

[47]  Z. Bažant,et al.  Strength distribution of dental restorative ceramics: finite weakest link model with zero threshold. , 2009, Dental materials : official publication of the Academy of Dental Materials.

[48]  W. Weibull,et al.  The phenomenon of rupture in solids , 1939 .

[49]  H. J. Arnold Introduction to the Practice of Statistics , 1990 .

[50]  Monica C. Jackson,et al.  Introduction to the Practice of Statistics , 2001 .

[51]  S. E. Swartz,et al.  Is load control suitable for fracture-energy measurements for concrete? , 1987 .

[52]  L. Corbett,et al.  Composition of asphalt based on generic fractionation, using solvent deasphaltening, elution-adsorption chromatography, and densimetric characterization , 1969 .

[53]  C. Koh,et al.  Development of a Dog-Bone Direct Tension Test (DBDT) for asphalt concrete , 2009 .

[54]  T. T. Soong,et al.  Fundamentals of Probability and Statistics for Engineers , 2004 .

[55]  Bernard Gross Least Squares Best Fit Method for the Three Parameter Weibull Distribution: Analysis of Tensile and Bend Specimens with Volume or Surface Flaw Failure , 1996 .

[56]  Z. Hong Size effect on tensile splitting strength of concrete cubes and cylinders , 2010 .

[57]  Martin Z. Bazant,et al.  Unified nano-mechanics based probabilistic theory of quasibrittle and brittle structures: I. Strength, static crack growth, lifetime and scaling , 2011 .

[58]  Z. Bažant FRACTURE MECHANICS OF CONCRETE STRUCTURES , 1992 .

[59]  Alois Starlinger,et al.  Reliability Analysis of Structural Ceramic Components Using a Three-Parameter Weibull Distribution , 1992 .

[60]  Gajanan M. Sabnis,et al.  Size Effect in Model Concretes , 1979 .

[61]  T. Pellinen,et al.  HIRSCH MODEL FOR ESTIMATING THE MODULUS OF ASPHALT CONCRETE , 2003 .

[62]  P. F. Walsh FRACTURE OF PLAIN CONCRETE , 1972 .

[63]  M. G. Bulmer,et al.  Principles of Statistics. , 1969 .

[64]  David A. Anderson,et al.  Low-Temperature Thermal Cracking of Asphalt Binders as Ranked by Strength and Fracture Properties , 2000 .

[65]  Zdenek P. Bazant,et al.  Modulus of Rupture: Size Effect due to Fracture Initiation in Boundary Layer , 1995 .

[66]  J. Pfeiffer,et al.  Asphaltic Bitumen as Colloid System. , 1940 .

[67]  D. Lesueur The colloidal structure of bitumen: consequences on the rheology and on the mechanisms of bitumen modification. , 2009, Advances in colloid and interface science.

[68]  T. Yen,et al.  Macrostructures of the asphaltic fractions by various instrumental methods , 1967 .

[69]  M. Bulmer,et al.  Principles of Statistics , 1968 .

[70]  M. Marasteanu,et al.  Microstructural and rheological investigation of asphalt mixtures containing recycled asphalt materials , 2012 .

[71]  Xiaohu Lu,et al.  Wax morphology in bitumen , 2005 .

[72]  Horst Rinne,et al.  The Weibull Distribution: A Handbook , 2008 .

[73]  Simon A M Hesp,et al.  LOW-TEMPERATURE FRACTURE TOUGHNESS OF POLYETHYLENE-MODIFIED ASPHALT BINDERS , 1994 .

[74]  H. Daniels The statistical theory of the strength of bundles of threads. I , 1945, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[75]  A. Jäger,et al.  Identification of Microstructural Components of Bitumen by Means of Atomic Force Microscopy (AFM) , 2004 .

[76]  M. Marasteanu,et al.  Development of a Simple Test to Determine the Low Temperature Strength of Asphalt Mixtures and Binders , 2012 .

[77]  C. Sauzéat,et al.  Linear viscoelastic behaviour of bituminous materials: From binders to mixes , 2004 .

[78]  J. Speight Petroleum Asphaltenes - Part 1: Asphaltenes, Resins and the Structure of Petroleum , 2004 .

[79]  Adam Zofka,et al.  Development of a Simple Test to Determine the Low Temperature Creep Compliance of Asphalt Mixtures , 2009 .

[80]  K J Anusavice,et al.  Structural reliability of alumina-, feldspar-, leucite-, mica- and zirconia-based ceramics. , 2000, Journal of dentistry.

[81]  C L Monismith,et al.  VISCOELASTIC BEHAVIOR OF ASPHALT CONCRETE PAVEMENTS , 1962 .

[82]  A. Rosinger Beiträge zur Kolloidchemie des Asphalts , 1914 .

[83]  Theo Fett,et al.  Ceramics: Mechanical Properties, Failure Behaviour, Materials Selection , 1999 .

[84]  Graeme W. Milton,et al.  Bounds on the Electromagnetic, Elastic, and Other Properties of Two-Component Composites , 1981 .

[85]  Zdeněk P. Bažant,et al.  Cohesive Crack with Rate-Dependent Opening and Viscoelasticity: I. Mathematical Model and Scaling , 1997 .

[86]  Raul Andres Velasquez,et al.  On the representative volume element of asphalt concrete with applications to low temperature , 2009 .

[87]  D W Christensen,et al.  EVALUATION OF INDIRECT TENSILE TEST (IDT) PROCEDURES FOR LOW-TEMPERATURE PERFORMANCE OF HOT MIX ASPHALT , 2004 .

[88]  Z. Bažant,et al.  Scaling of structural strength , 2003 .

[89]  Marko Bojcun,et al.  The Ways of the World , 2010 .

[90]  P. Stanley,et al.  Assessment of Surface Strength and Bulk Strength of a Typical Brittle Material , 1985 .

[91]  Wai F. Chen,et al.  Tensile Strength of Concrete: Double-Punch Test , 1980 .

[92]  Wilson H. Tang,et al.  Decision, risk and reliability , 1984 .

[93]  Sivasambu Mahesh,et al.  Lifetime distributions for unidirectional fibrous composites under creep-rupture loading , 2004 .

[94]  Simon A M Hesp,et al.  Low-Temperature Fracture Testing of Asphalt Binders: Regular and Modified Systems , 2000 .

[95]  E. Gumbel,et al.  Statistics of extremes , 1960 .

[96]  M. Jirásek,et al.  R-curve modeling of rate and size effects in quasibrittle fracture , 1993, International Journal of Fracture.