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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Gajewski, Marcin Daniel
Road and Bridge Research Institute
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (5/5 displayed)
- 2019Local Plastic Instabilities of Perforated Thin-Walled Bars – FEM Modelling and DIC Verificationcitations
- 2018Rheological properties of road bitumens modified by natural asphaltcitations
- 2016Inverse analysis and DIC as tools to determine material parameters in isotropic metal plasticity models with isotropic strain hardeningcitations
- 2015Estimation of Isotropic Hyperelasticity Constitutive Models to Approximate the Atomistic Simulation Data for Aluminium and Tungsten Monocrystals
- 2013Application of large deformation circular cylinder torsion test for identification of material model and parameters in case of modified binders
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article
Rheological properties of road bitumens modified by natural asphalt
Abstract
<p>The paper presents comprehensive results of the performance and non-standard rheological tests of chosen paving-grade bitumens modified by adding natural asphalt. It has been demonstrated that standard performance tests give the same classification rating to bitumens that have considerably different rheological properties. In such situations it is indispensable to test visco-elastic properties (complex shear modulus test) and visco-elastic-plastic properties (using tests with repeated stress pulse, such as MSCR). Additionally, a test used for indirect determination of so-called distinct phase transitions was carried out as part of this research. Although phase transitions are not distinct in the case of bitumen binders, the temperature corresponding to the maximum value of the imaginary part of the complex stiffness modulus can be treated as an important parameter from the point of view of thermodynamics and rheology. The benefits of modification of binders by addition of natural asphalts are clearly evident in the standard binder/aggregate bond strength test. Conversely, the respective non-standard tests failed to demonstrate the advantages of paving-grade bitumens modified with natural asphalt until MSCR and phase transition tests were carried out to this effect.</p>