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Hakobyan Yeranuhi (2008)
Random Heterogeneous Materials
(1939)
solved? Road Mater, Pavement Des
R. González, R. Woods, S. Eddins (2006)
Digital image processing using MATLAB
G. Oehlert (2000)
A first course in design and analysis of experiments
H. Arnold (1990)
Introduction to the Practice of StatisticsTechnometrics, 32
AASHTO M (2010)
Standard method of test for performance-graded asphalt binder. American Association of State Highway and Transportation Officials
(1970)
Quantitative Stereology
(2010)
Standard method of test for performance-graded asphalt binder
Z. Yue, William Bekking, I. Morin (1995)
APPLICATION OF DIGITAL IMAGE PROCESSING TO QUANTITATIVE STUDY OF ASPHALT CONCRETE MICROSTRUCTURETransportation Research Record
Z. Bažant, J. Planas (1997)
Fracture and Size Effect in Concrete and Other Quasibrittle Materials
(2009)
Size , shape and orientation of grains in sand stones — image analysis applied to rock thin - sections
H. Rinne (2009)
The Weibull Distribution A Handbook
W. Rasband (2015)
Image J 1.50c
(1985)
St . Anne test road — relationship between predicted fracture temperatures and low temperature field performance
J. Berryman (1985)
Measurement of spatial correlation functions using image processing techniquesJournal of Applied Physics, 57
Discorsi e Dimostrazioni Matematiche Intorno a Due Nuove Scienze. Elsevirii, Leiden (1730) English transaltion by T
J. Le, Z. Bažant, M. Bazant (2011)
Unified nano-mechanics based probabilistic theory of quasibrittle and brittle structures: I. Strength, static crack growth, lifetime and scalingJournal of The Mechanics and Physics of Solids, 59
A. Falchetto, M. Turos, M. Marasteanu (2012)
Investigation on asphalt binder strength at low temperaturesRoad Materials and Pavement Design, 13
D. Anderson, T. Kennedy (1993)
Development of SHRP binder specification, 62
M. Marasteanu (2009)
Development of a simple test to determine the low temperature creep compliance of asphalt mixture. IDEA program final report NCHRP 133
W. Weibull (1939)
The phenomenon of rupture in solids
Y. Jiao, F. Stillinger, S. Torquato (2007)
Modeling heterogeneous materials via two-point correlation functions: basic principles.Physical review. E, Statistical, nonlinear, and soft matter physics, 76 3 Pt 1
(1998)
A fracture mechanics approach to environmental stress cracking in poly(ethyleneterephtalate)
(2003)
Statistics. 9th edn
K. Eriksen, V. Wegan (1993)
OPTICAL METHODS FOR THE EVALUATION OF ASPHALT CONCRETE AND POLYMER- MODIFIED BITUMINOUS BINDERS.
A. Cannone Falchetto (2016)
Size effect in asphalt mixture at low temperature: Type I and Type II. Road Mater.
M. Marasteanu, R. Velasquez, A. Falchetto, A. Zofka (2009)
Development of a Simple Test to Determine the Low Temperature Creep Compliance of Asphalt MixturesNCHRP-IDEA Program Project Final Report
(1970)
From mixtures to binders can the inverse problem be solved ?
Z. Bažant, D. Novák (2000)
ENERGETIC-STATISTICAL SIZE EFFECT IN QUASIBRITTLE FAILURE AT CRACK INITIATIONAci Materials Journal, 97
R. Fisher, L. Tippett (1928)
Limiting forms of the frequency distribution of the largest or smallest member of a sampleMathematical Proceedings of the Cambridge Philosophical Society, 24
Z. Bažant (2003)
Scaling of structural strengthComputational Mechanics, 32
S. Swartz, H. Siew (1987)
Is load control suitable for fracture-energy measurements for concrete?Experimental Mechanics, 27
A. Falchetto, J. Le, K. Moon, M. Marasteanu (2013)
Histogram testing for strength size effect in asphalt mixtures at low temperatureRoad Materials and Pavement Design, 14
Z. Bažant, S. Pang (2007)
Activation energy based extreme value statistics and size effect in brittle and quasibrittle fractureJournal of The Mechanics and Physics of Solids, 55
L. Vinci (1730)
Discorsi e Dimostrazioni Matematiche Intorno a Due Nuove Scienze
E. Masad, J. Button (2004)
Implications of Experimental Measurements and Analyses of the Internal Structure of Hot-Mix AsphaltTransportation Research Record, 1891
AASHTO T (2012)
Standard method of test for determining the flexural creep stiffness of asphalt binder using the Bending Beam Rheometer
(2016)
Size effect in asphalt mixture at low temperature: Type I and Type II. Road Mater., Pavement Des
AASHTO T (2007)
Standard method of test for determining the creep compliance and strength of Hot-Mix Asphalt
M. Fréchet
Sur la loi de probabilité de l'écart maximum
A. Falchetto, A. Montepara, G. Tebaldi, M. Marasteanu (2013)
Microstructural characterization of asphalt mixtures containing recycled asphalt materialsJournal of Materials in Civil Engineering, 25
S. Torquato (2000)
Modeling of physical properties of composite materialsInternational Journal of Solids and Structures, 37
(1998)
Effect of new direct tension test protocol on the superpave low-temperature specification for bitumen binders
E. Readshaw (1972)
ASPHALT SPECIFICATIONS IN BRITISH COLUMBIA FOR LOW TEMPERATURE PERFORMANCE, 41
(1995)
The influence of liquid uptake on environmental cracking of glassy polymers
I. Onifade (2013)
Internal structure characterization of asphalt concrete using x-ray computed tomography.
J. Gray, R. Cook, S. Weisberg (1999)
Applied Regression Including Computing and GraphicsTechnometrics, 42
E. Masad, B. Muhunthan, N. Shashidhar, T. Harman (1999)
Internal Structure Characterization of Asphalt Concrete Using Image AnalysisJournal of Computing in Civil Engineering, 13
(1945)
The statistical theory of the strength of bundles and threads
M. Turos (2010)
Determining the flexural strength of asphalt mixtures using the Bending Beam Rheometer.
T. Sincich (2003)
Statistics
Abstract The feasibility of characterizing asphalt mixtures’ rheological and failure properties at low temperatures by means of the Bending Beam Rheometer (BBR) is investigated in this paper. The main issue is the use of thin beams of asphalt mixture in experimental procedures that may not capture the true behavior of the material used to construct an asphalt pavement. For the rheological characterization, three-point bending creep tests are performed on beams of different sizes. The beams are also analyzed using digital image analysis to obtain volumetric fraction, average size distribution, and spatial correlation functions. Based on the experimental results and analyses, it is concluded that representative creep stiffness values of asphalt mixtures can be obtained from testing at least three replicates of the thin (BBR) mixture beams. Failure properties are investigated by performing strength tests using a modified Bending Beam Rheometer (BBR), capable of applying loads at different loading rates. Histogram testing of BBR mixture beams and of larger beams is performed and the failure distribution is analyzed based on the size effect theory for quasibrittle materials. Different Weibull moduli are obtained from the two specimens sizes, which indicates that BBR beams do not capture the representative volume element (RVE) of the material.
Mechanics of Time-Dependent Materials – Springer Journals
Published: Aug 1, 2016
Keywords: Solid Mechanics; Classical Mechanics; Characterization and Evaluation of Materials; Polymer Sciences
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