The aim of this paper is to propose a fractional viscoelastic and viscoplastic model of asphalt mixtures using experimental data of several tests such as creep and creep recovery performed at different temperatures and at different stress levels. From a best fitting procedure it is shown that both the creep one and recovery curve follow a power law model. It is shown that the suitable model for asphalt mixtures is a dashpot and a fractional element arranged in series. The proposed model is also available outside of the linear domain but in this case the parameters of the model depend on the stress level.

Linear and nonlinear fractional hereditary constitutive laws of asphalt mixtures / Di Mino, G.; Airey, G.; Di Paola, M.; Pinnola, F. P.; D'Angelo, G.; Lo Presti, D.. - In: JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT. - ISSN 1392-3730. - 22:7(2016), pp. 882-889. [doi:10.3846/13923730.2014.914104]

Linear and nonlinear fractional hereditary constitutive laws of asphalt mixtures

Pinnola F. P.;
2016

Abstract

The aim of this paper is to propose a fractional viscoelastic and viscoplastic model of asphalt mixtures using experimental data of several tests such as creep and creep recovery performed at different temperatures and at different stress levels. From a best fitting procedure it is shown that both the creep one and recovery curve follow a power law model. It is shown that the suitable model for asphalt mixtures is a dashpot and a fractional element arranged in series. The proposed model is also available outside of the linear domain but in this case the parameters of the model depend on the stress level.
2016
Linear and nonlinear fractional hereditary constitutive laws of asphalt mixtures / Di Mino, G.; Airey, G.; Di Paola, M.; Pinnola, F. P.; D'Angelo, G.; Lo Presti, D.. - In: JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT. - ISSN 1392-3730. - 22:7(2016), pp. 882-889. [doi:10.3846/13923730.2014.914104]
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/764486
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