A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Modelling the rheological properties of bituminous binders using mathematical equations
Highlights ► We model the rheological properties of binders using mathematical models. ► All the models can satisfactorily describe the rheological properties of unaged and aged unmodified bitumens. ► Generalised Modified Sigmoidal Model is the most outstanding model, followed by the Sigmoidal, CAM and CA models.
Abstract This study investigates the advantages and drawbacks of several mathematical models that fit or describe linear viscoelastic rheological data of unaged and aged unmodified bitumens and polymer-modified bitumens. The complex modulus data is collected by means of a dynamic shear rheometer (DSR) within the LVE response. The result indicates that the models can be used to satisfactorily fit the rheological properties of unmodified bitumens. In general, the Generalised Modified Sigmoidal Model is the most outstanding model, followed by the Sigmoidal Model, Christensen, Anderson and Marasteanu (CAM) Model and Christensen Model and Anderson (CA) Model. However, all models suffer from similar drawbacks in that they are unable to describe the rheological properties of unaged polymer-modified bitumens precisely due to the presence of semi-crystalline and elastomeric structures in the binders and render a breakdown in the time temperature superposition principle (TTSP).
Modelling the rheological properties of bituminous binders using mathematical equations
Highlights ► We model the rheological properties of binders using mathematical models. ► All the models can satisfactorily describe the rheological properties of unaged and aged unmodified bitumens. ► Generalised Modified Sigmoidal Model is the most outstanding model, followed by the Sigmoidal, CAM and CA models.
Abstract This study investigates the advantages and drawbacks of several mathematical models that fit or describe linear viscoelastic rheological data of unaged and aged unmodified bitumens and polymer-modified bitumens. The complex modulus data is collected by means of a dynamic shear rheometer (DSR) within the LVE response. The result indicates that the models can be used to satisfactorily fit the rheological properties of unmodified bitumens. In general, the Generalised Modified Sigmoidal Model is the most outstanding model, followed by the Sigmoidal Model, Christensen, Anderson and Marasteanu (CAM) Model and Christensen Model and Anderson (CA) Model. However, all models suffer from similar drawbacks in that they are unable to describe the rheological properties of unaged polymer-modified bitumens precisely due to the presence of semi-crystalline and elastomeric structures in the binders and render a breakdown in the time temperature superposition principle (TTSP).
Modelling the rheological properties of bituminous binders using mathematical equations
Yusoff, Nur Izzi Md. (author) / Jakarni, Fauzan Mohd (author) / Nguyen, Viet Hung (author) / Hainin, Mohd Rosli (author) / Airey, Gordon D. (author)
Construction and Building Materials ; 40 ; 174-188
2012-09-25
15 pages
Article (Journal)
Electronic Resource
English
Modelling the rheological properties of bituminous binders using mathematical equations
| Online Contents | 2013
Modelling the rheological properties of bituminous binders using mathematical equations
| British Library Online Contents | 2013
Modelling the linear viscoelastic rheological properties of bituminous binders
| British Library Online Contents | 2011
Modelling the linear viscoelastic rheological properties of bituminous binders
| Online Contents | 2011