Dynamic Master Curves of Polymer Modified Asphalt from Three Different Geometries

Polymer modified asphalt is an highly temperature sensitive material. To obtain the master curves of dynamic material functions, for this material, it is necessary to perform the testing over the temperature interval from -30˚C to at least 90˚C. Since in this temperature range the polymer modified a...

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Main Authors: Polacco Giovanni, Vacin Otakar Josef, Biondi Dario, Stastna Jiri, Zanzotto Ludovit
Format: Article
Language:English
Published: De Gruyter 2003-06-01
Series:Applied Rheology
Subjects:
Online Access:https://doi.org/10.1515/arh-2003-0007
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spelling doaj-33880a54472c4aa8a2bd31425fece6882021-09-06T19:39:59ZengDe GruyterApplied Rheology1617-81062003-06-0113311812410.1515/arh-2003-0007Dynamic Master Curves of Polymer Modified Asphalt from Three Different GeometriesPolacco Giovanni0Vacin Otakar Josef1Biondi DarioStastna Jiri2Zanzotto Ludovit3Department of Chemical Engineering, University of Pisa, via Diotisalvi 2, 56126, Pisa, ItalyDepartment of Chemical Engineering, University of Pisa, via Diotisalvi 2, 56126, Pisa, ItalyDepartment of Chemical Engineering, University of Pisa, via Diotisalvi 2, 56126, Pisa, ItalyDepartment of Chemical Engineering, University of Pisa, via Diotisalvi 2, 56126, Pisa, ItalyPolymer modified asphalt is an highly temperature sensitive material. To obtain the master curves of dynamic material functions, for this material, it is necessary to perform the testing over the temperature interval from -30˚C to at least 90˚C. Since in this temperature range the polymer modified asphalt undergoes the transition from a glass-like to a Newtonian-like material, the benefit of using three testing geometries is studied here. The geometries used were: torsion bar (for the low temperatures), plate-plate (for the mid range temperatures) and bob and cup (for the high temperatures). The advantage of the combination of these three geometries is discussed. Stress and strain controlled rheometers were used to conduct all dynamic experiments. Master curves obtained by these geometries cover up to 20 decades of the reduced frequency.https://doi.org/10.1515/arh-2003-0007polymer modified asphaltdynamic material functionstime temperature superpositiondifferent geometries
collection DOAJ
language English
format Article
sources DOAJ
author Polacco Giovanni
Vacin Otakar Josef
Biondi Dario
Stastna Jiri
Zanzotto Ludovit
spellingShingle Polacco Giovanni
Vacin Otakar Josef
Biondi Dario
Stastna Jiri
Zanzotto Ludovit
Dynamic Master Curves of Polymer Modified Asphalt from Three Different Geometries
Applied Rheology
polymer modified asphalt
dynamic material functions
time temperature superposition
different geometries
author_facet Polacco Giovanni
Vacin Otakar Josef
Biondi Dario
Stastna Jiri
Zanzotto Ludovit
author_sort Polacco Giovanni
title Dynamic Master Curves of Polymer Modified Asphalt from Three Different Geometries
title_short Dynamic Master Curves of Polymer Modified Asphalt from Three Different Geometries
title_full Dynamic Master Curves of Polymer Modified Asphalt from Three Different Geometries
title_fullStr Dynamic Master Curves of Polymer Modified Asphalt from Three Different Geometries
title_full_unstemmed Dynamic Master Curves of Polymer Modified Asphalt from Three Different Geometries
title_sort dynamic master curves of polymer modified asphalt from three different geometries
publisher De Gruyter
series Applied Rheology
issn 1617-8106
publishDate 2003-06-01
description Polymer modified asphalt is an highly temperature sensitive material. To obtain the master curves of dynamic material functions, for this material, it is necessary to perform the testing over the temperature interval from -30˚C to at least 90˚C. Since in this temperature range the polymer modified asphalt undergoes the transition from a glass-like to a Newtonian-like material, the benefit of using three testing geometries is studied here. The geometries used were: torsion bar (for the low temperatures), plate-plate (for the mid range temperatures) and bob and cup (for the high temperatures). The advantage of the combination of these three geometries is discussed. Stress and strain controlled rheometers were used to conduct all dynamic experiments. Master curves obtained by these geometries cover up to 20 decades of the reduced frequency.
topic polymer modified asphalt
dynamic material functions
time temperature superposition
different geometries
url https://doi.org/10.1515/arh-2003-0007
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AT vacinotakarjosef dynamicmastercurvesofpolymermodifiedasphaltfromthreedifferentgeometries
AT biondidario dynamicmastercurvesofpolymermodifiedasphaltfromthreedifferentgeometries
AT stastnajiri dynamicmastercurvesofpolymermodifiedasphaltfromthreedifferentgeometries
AT zanzottoludovit dynamicmastercurvesofpolymermodifiedasphaltfromthreedifferentgeometries
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