2015
DOI: 10.1007/s11043-015-9258-8
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Analysis and modeling of 3D complex modulus tests on hot and warm bituminous mixtures

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Cited by 17 publications
(8 citation statements)
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“…The observed difference is mainly explained by accumulated deformation that should be eliminated from the analysis, as explained previously. be applied in 3D for tested bituminous mixture, which validates results from other studies on bitumen and mastic [10] or on asphalt mixtures [24][25][26][27]…”
Section: Test Equipmentsupporting
confidence: 84%
See 1 more Smart Citation
“…The observed difference is mainly explained by accumulated deformation that should be eliminated from the analysis, as explained previously. be applied in 3D for tested bituminous mixture, which validates results from other studies on bitumen and mastic [10] or on asphalt mixtures [24][25][26][27]…”
Section: Test Equipmentsupporting
confidence: 84%
“…Many researches confirmed that Time Temperature Superposition Principle (TTSP) can be applied with good approximation to bituminous materials, in the small strain domain (strain amplitudes lower than 100 µm/m) [10][11][12][13][14][15] even considering wave propagations [16][17][18] or in the nonlinear domain (strain up to some percent) [9,[19][20][21][22][23]. TTSP was showed to be also valid in 3 dimensions [24][25][26][27].…”
Section: Introductionmentioning
confidence: 99%
“…As three extensometers were used for axial strain measurement, sinusoidal strains were first fitted to data for all single extensometers, and mean values of axial amplitudes and phase angles were used as e 01 and u e1 in all calculations. The same experimental device is used in [25,26].…”
Section: Lab1mentioning
confidence: 99%
“…Available testing configurations for measuring E * and ν * are categorised either as homogeneous, when they allow to measure axial stress and strain directly, or non-homogeneous when axial stress and strain need to be calculated indirectly, considering the specimen geometry as, for example, in bending or indirect tensile configurations (Di Benedetto, Partl, Francken, & Saint André, 2001). By definition, E * and ν * are the ratio of sinusoidal functions, therefore sinusoidal loading histories are the first choice for experimental measurement (Graziani et al, 2017;Pham et al, 2015). Moreover, according to the LVE theory, E * and ν * are also time and stress/strain independent parameters.…”
Section: Introductionmentioning
confidence: 99%