Comparative Analysis of Viscoelastic Properties of Open Graded Friction Course under Dynamic and Static Loads

The viscoelastic properties of open graded friction course (OGFC) are closely related to anti-permanent deformation ability, noise reduction ability and durability. To study the viscoelastic parameters of OGFC under dynamic and static loads and to establish the functional relationship between them,...

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Main Authors: Liding Li, Chunli Wu, Yongchun Cheng, Yongming Ai, He Li, Xiaoshu Tan
Format: Article
Language:English
Published: MDPI AG 2021-04-01
Series:Polymers
Subjects:
Online Access:https://www.mdpi.com/2073-4360/13/8/1250
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author Liding Li
Chunli Wu
Yongchun Cheng
Yongming Ai
He Li
Xiaoshu Tan
author_facet Liding Li
Chunli Wu
Yongchun Cheng
Yongming Ai
He Li
Xiaoshu Tan
author_sort Liding Li
collection DOAJ
description The viscoelastic properties of open graded friction course (OGFC) are closely related to anti-permanent deformation ability, noise reduction ability and durability. To study the viscoelastic parameters of OGFC under dynamic and static loads and to establish the functional relationship between them, uniaxial compression creep tests and dynamic modulus tests were performed to obtain the creep compliance and the dynamic modulus of OGFC. In addition, the Burgers model, modified Burgers model, second-order extensive Maxwell model, Scott-Blair model and modified Sigmoid model were employed to quantitatively analyze the dynamic and static viscoelastic properties of OGFC. Subsequently, the relaxation modulus of OGFC was deduced by the viscoelastic theory. Then, the dynamic modulus of OGFC was calculated according to the deduced relaxation modulus. Based on the calculated values and the measured values of dynamic modulus, the functional relationship of viscoelastic parameters of OGFC under dynamic and static loads was established. The results show that the increase in test temperature has adverse effects on the viscoelastic indexes of OGFC, such as creep compliance, relaxation modulus, and dynamic modulus; the dynamic modulus derived from static creep compliance has a good linear correlation with that obtained by dynamic modulus tests, but the correlation of the phase angle is poor.
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spelling doaj.art-a584729e03dc488880687703de7ab2d92023-11-21T15:13:26ZengMDPI AGPolymers2073-43602021-04-01138125010.3390/polym13081250Comparative Analysis of Viscoelastic Properties of Open Graded Friction Course under Dynamic and Static LoadsLiding Li0Chunli Wu1Yongchun Cheng2Yongming Ai3He Li4Xiaoshu Tan5College of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaThe viscoelastic properties of open graded friction course (OGFC) are closely related to anti-permanent deformation ability, noise reduction ability and durability. To study the viscoelastic parameters of OGFC under dynamic and static loads and to establish the functional relationship between them, uniaxial compression creep tests and dynamic modulus tests were performed to obtain the creep compliance and the dynamic modulus of OGFC. In addition, the Burgers model, modified Burgers model, second-order extensive Maxwell model, Scott-Blair model and modified Sigmoid model were employed to quantitatively analyze the dynamic and static viscoelastic properties of OGFC. Subsequently, the relaxation modulus of OGFC was deduced by the viscoelastic theory. Then, the dynamic modulus of OGFC was calculated according to the deduced relaxation modulus. Based on the calculated values and the measured values of dynamic modulus, the functional relationship of viscoelastic parameters of OGFC under dynamic and static loads was established. The results show that the increase in test temperature has adverse effects on the viscoelastic indexes of OGFC, such as creep compliance, relaxation modulus, and dynamic modulus; the dynamic modulus derived from static creep compliance has a good linear correlation with that obtained by dynamic modulus tests, but the correlation of the phase angle is poor.https://www.mdpi.com/2073-4360/13/8/1250road engineeringopen graded friction courseviscoelastic propertiescreep compliancerelaxation modulusdynamic modulus
spellingShingle Liding Li
Chunli Wu
Yongchun Cheng
Yongming Ai
He Li
Xiaoshu Tan
Comparative Analysis of Viscoelastic Properties of Open Graded Friction Course under Dynamic and Static Loads
Polymers
road engineering
open graded friction course
viscoelastic properties
creep compliance
relaxation modulus
dynamic modulus
title Comparative Analysis of Viscoelastic Properties of Open Graded Friction Course under Dynamic and Static Loads
title_full Comparative Analysis of Viscoelastic Properties of Open Graded Friction Course under Dynamic and Static Loads
title_fullStr Comparative Analysis of Viscoelastic Properties of Open Graded Friction Course under Dynamic and Static Loads
title_full_unstemmed Comparative Analysis of Viscoelastic Properties of Open Graded Friction Course under Dynamic and Static Loads
title_short Comparative Analysis of Viscoelastic Properties of Open Graded Friction Course under Dynamic and Static Loads
title_sort comparative analysis of viscoelastic properties of open graded friction course under dynamic and static loads
topic road engineering
open graded friction course
viscoelastic properties
creep compliance
relaxation modulus
dynamic modulus
url https://www.mdpi.com/2073-4360/13/8/1250
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AT chunliwu comparativeanalysisofviscoelasticpropertiesofopengradedfrictioncourseunderdynamicandstaticloads
AT yongchuncheng comparativeanalysisofviscoelasticpropertiesofopengradedfrictioncourseunderdynamicandstaticloads
AT yongmingai comparativeanalysisofviscoelasticpropertiesofopengradedfrictioncourseunderdynamicandstaticloads
AT heli comparativeanalysisofviscoelasticpropertiesofopengradedfrictioncourseunderdynamicandstaticloads
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