Nonlinear viscoelastic response of asphalt binders in transient tests Academic Article

abstract

• This paper presents the results of a set of transient experiments conducted on asphalt binders that serve to highlight the nonlinearity of the viscoelastic response of asphalt binders. Two grades of binders were used in this study. A transient test that combines both creep and stress relaxation tests was conducted using a dynamic shear rheometer at several loading conditions and at different temperatures. The acquired experimental data was satisfactorily fit using a nonlinear six-parameter viscoelastic model. 2012 Taylor & Francis.

authors

• Rajagopal, Kumbakonam

published proceedings

• Road Materials and Pavement Design

author list (cited authors)

• Narayan, S., Nag, K., Krishnan, J. M., Deshpande, A. P., & Rajagopal, K.

citation count

• 11

complete list of authors

• Narayan, SP Atul||Nag, KA Venkata||Krishnan, J Murali||Deshpande, Abhijit P||Rajagopal, Kumbakonam

publication date

• March 2012

publisher

• Taylor & Francis  Publisher

published in

• ROAD MATERIALS AND PAVEMENT DESIGN  Journal

Digital Object Identifier (DOI)

• 10.1080/14680629.2011.649425

start page

• 191

end page

• 202

volume

• 13

issue

• 1

URL

• http://dx.doi.org/10.1080/14680629.2011.649425