Alternate Shift Factor Relationship for Describing Temperature Dependency of Viscoelastic Behavior of Asphalt Materials
By G. Rowe, M. Sharrock. 2011
151 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Fluid Flow and Transfer Processes, Polymers and Plastics
View Paper: https://www.semanticscholar.org/paper/03e7c386e278b74630b9e101ae073f9e9eff8cb5
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In Civil and Structural Engineering
In Fluid Flow and Transfer Processes
In Polymers and Plastics
Citations in the corpus
- Performance characteristics of plant produced high RAP mixtures (2012, background): “…makes it possible to predict viscoelastic properties over a wide frequency range, beyond the range that actual measurements were carried out and also to predict viscoelastic properties at any temperature (Anderson, Christensen, & Bahia, 1991; Christensen & Anderson, 1992; Rowe & Sharrock, 2011).”
- Modelling the linear viscoelastic rheological properties of bituminous binders (2011, methodology): “In addition, if a functional form with some thermodynamic basis is used then the resulting equations can be employed to extrapolate the data beyond the observed range of temperatures and frequencies [Rowe and Sharrock, 2011].”
- A unified procedure for rapidly determining asphalt concrete discrete relaxation and retardation spectra (2015, methodology): “A variety of time–temperature shifting approaches have been developed according to the TTSP, among which the non-functional (or free shifting) and Williams–Landel–Ferry (WLF) methods are two of the most commonly used ones for asphalt concrete [38,39].”