The effect of loading rate on fracture energy of asphalt mixture at intermediate temperatures and under different loading modes

At intermediate service temperatures hot mix asphalt (HMA) concretely are subjected to different loading rates due to movement of vehicles which can significantly affect their mechanical characteristics and final service load. Hence, in this paper the effect of loading rate on intermediate temperatu...

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Main Authors: M.R.M. Aliha, M. Fakhri, E. Haghighat Kharrazi, F. Berto
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2017-12-01
Series:Fracture and Structural Integrity
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/1974
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author M.R.M. Aliha
M. Fakhri
E. Haghighat Kharrazi
F. Berto
author_facet M.R.M. Aliha
M. Fakhri
E. Haghighat Kharrazi
F. Berto
author_sort M.R.M. Aliha
collection DOAJ
description At intermediate service temperatures hot mix asphalt (HMA) concretely are subjected to different loading rates due to movement of vehicles which can significantly affect their mechanical characteristics and final service load. Hence, in this paper the effect of loading rate on intermediate temperature fracture resistance of HMA materials is investigated experimentally in different modes of cracking. Different hot mix asphalt mixtures made of various compositions were subjected to asymmetric threepoint bend loading in the form of edge cracked semi-circular bend (SCB) specimens. The effect of aggregate type and air void were studied on the fracture energy values for three mode mixities (including pure mode I, mixed mode I/II and pure mode II) and at different temperatures of 5°C, 15°C and 25°C. Trends of change in fracture energy values revealed noticeable influence of loading rate on the low and intermediate temperature cracking behavior of tested asphalt mixtures with different air void contents and aggregate types subjected to mixed mode I/II loading. Also, a change observed in fracture resistance of asphalt mixtures at nearly zero (5°C) and intermediate temperatures (25°C) that was due to change in the behavior of bitumen from elastic to viscoelastic.
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spelling doaj-art-6c27f1ec99564da498c1acdba21811852025-01-03T01:05:20ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932017-12-011243The effect of loading rate on fracture energy of asphalt mixture at intermediate temperatures and under different loading modesM.R.M. Aliha0M. Fakhri1E. Haghighat Kharrazi2F. Berto3Welding and Joining Research Center, School of Industrial Engineering, Iran University of Science and Technology (IUST), IranDepartment of Civil Engineering, KN.Toosi University of Technology (KNTU), Tehran, IranDepartment of Civil Engineering, KN.Toosi University of Technology (KNTU), Tehran, IranDepartment of Mechanical and Industrial Engineering, Norwegian University of Science and Technology (NTNU), Richard Birkelands vei 2b, 7491 Trondheim, NorwayAt intermediate service temperatures hot mix asphalt (HMA) concretely are subjected to different loading rates due to movement of vehicles which can significantly affect their mechanical characteristics and final service load. Hence, in this paper the effect of loading rate on intermediate temperature fracture resistance of HMA materials is investigated experimentally in different modes of cracking. Different hot mix asphalt mixtures made of various compositions were subjected to asymmetric threepoint bend loading in the form of edge cracked semi-circular bend (SCB) specimens. The effect of aggregate type and air void were studied on the fracture energy values for three mode mixities (including pure mode I, mixed mode I/II and pure mode II) and at different temperatures of 5°C, 15°C and 25°C. Trends of change in fracture energy values revealed noticeable influence of loading rate on the low and intermediate temperature cracking behavior of tested asphalt mixtures with different air void contents and aggregate types subjected to mixed mode I/II loading. Also, a change observed in fracture resistance of asphalt mixtures at nearly zero (5°C) and intermediate temperatures (25°C) that was due to change in the behavior of bitumen from elastic to viscoelastic.https://www.fracturae.com/index.php/fis/article/view/1974Asphalt mixturesLoading rate effectFracture energyTemperature effectAir void effectMixed mode I/II loading
spellingShingle M.R.M. Aliha
M. Fakhri
E. Haghighat Kharrazi
F. Berto
The effect of loading rate on fracture energy of asphalt mixture at intermediate temperatures and under different loading modes
Fracture and Structural Integrity
Asphalt mixtures
Loading rate effect
Fracture energy
Temperature effect
Air void effect
Mixed mode I/II loading
title The effect of loading rate on fracture energy of asphalt mixture at intermediate temperatures and under different loading modes
title_full The effect of loading rate on fracture energy of asphalt mixture at intermediate temperatures and under different loading modes
title_fullStr The effect of loading rate on fracture energy of asphalt mixture at intermediate temperatures and under different loading modes
title_full_unstemmed The effect of loading rate on fracture energy of asphalt mixture at intermediate temperatures and under different loading modes
title_short The effect of loading rate on fracture energy of asphalt mixture at intermediate temperatures and under different loading modes
title_sort effect of loading rate on fracture energy of asphalt mixture at intermediate temperatures and under different loading modes
topic Asphalt mixtures
Loading rate effect
Fracture energy
Temperature effect
Air void effect
Mixed mode I/II loading
url https://www.fracturae.com/index.php/fis/article/view/1974
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