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Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM

Asphalt mixtures behave as linear viscoelastic materials when subjected to loading conditions that are similar to pavement operating conditions. Thus, this study proposed a novel method for extracting the linear viscoelastic properties of asphalt mixture at 25 °C using digital image correlation and...

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Main Authors:	Radeef, Hasanain Radhi, Norhidayah, Abdul Hassan, Mohd Zul Hanif, Mahmud, Ahmad Razin, Zainal Abidin, Putra Jaya, Ramadhansyah, Che Ros, Ismail, Hind Fadhil, Abbas
Format:	Article
Language:	English English
Published:	Elsevier Ltd 2022
Subjects:	TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements
Online Access:	http://umpir.ump.edu.my/id/eprint/33368/1/Linear%20viscoelastic%20response%20of%20semi-circular%20asphalt.pdf http://umpir.ump.edu.my/id/eprint/33368/7/Linear%20viscoelastic%20response%20of%20semi-circular%20asphalt%20sample%20.pdf http://umpir.ump.edu.my/id/eprint/33368/ https://doi.org/10.1016/j.measurement.2022.110866 https://doi.org/10.1016/j.measurement.2022.110866
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spelling	my.ump.umpir.333682022-05-17T08:06:15Z http://umpir.ump.edu.my/id/eprint/33368/ Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM Radeef, Hasanain Radhi Norhidayah, Abdul Hassan Mohd Zul Hanif, Mahmud Ahmad Razin, Zainal Abidin Putra Jaya, Ramadhansyah Che Ros, Ismail Hind Fadhil, Abbas TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Asphalt mixtures behave as linear viscoelastic materials when subjected to loading conditions that are similar to pavement operating conditions. Thus, this study proposed a novel method for extracting the linear viscoelastic properties of asphalt mixture at 25 °C using digital image correlation and repeated-load semi-circular bending (SCB) test. Digital image correlation was utilised successfully for extracting creep compliance using semi-circular samples under repeated loading conditions. A fractional time-dependent viscoelastic element converted the creep compliance data into relaxation modulus. The extracted relaxation modulus data were verified by simulating the viscoelastic response of control and modified asphalt mixtures using the extended finite element model (XFEM). The findings presented in this paper showed that digital image correlation has a high potential for bridging the gap between experimental and simulation work. The strain map provided by the prediction model was compatible with the DIC strain. Elsevier Ltd 2022 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/33368/1/Linear%20viscoelastic%20response%20of%20semi-circular%20asphalt.pdf pdf en http://umpir.ump.edu.my/id/eprint/33368/7/Linear%20viscoelastic%20response%20of%20semi-circular%20asphalt%20sample%20.pdf Radeef, Hasanain Radhi and Norhidayah, Abdul Hassan and Mohd Zul Hanif, Mahmud and Ahmad Razin, Zainal Abidin and Putra Jaya, Ramadhansyah and Che Ros, Ismail and Hind Fadhil, Abbas (2022) Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM. Measurement, 192 (110866). pp. 1-12. ISSN 0263-2241 https://doi.org/10.1016/j.measurement.2022.110866 https://doi.org/10.1016/j.measurement.2022.110866
institution	Universiti Malaysia Pahang
building	UMP Library
collection	Institutional Repository
continent	Asia
country	Malaysia
content_provider	Universiti Malaysia Pahang
content_source	UMP Institutional Repository
url_provider	http://umpir.ump.edu.my/
language	English English
topic	TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements
spellingShingle	TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Radeef, Hasanain Radhi Norhidayah, Abdul Hassan Mohd Zul Hanif, Mahmud Ahmad Razin, Zainal Abidin Putra Jaya, Ramadhansyah Che Ros, Ismail Hind Fadhil, Abbas Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM
description	Asphalt mixtures behave as linear viscoelastic materials when subjected to loading conditions that are similar to pavement operating conditions. Thus, this study proposed a novel method for extracting the linear viscoelastic properties of asphalt mixture at 25 °C using digital image correlation and repeated-load semi-circular bending (SCB) test. Digital image correlation was utilised successfully for extracting creep compliance using semi-circular samples under repeated loading conditions. A fractional time-dependent viscoelastic element converted the creep compliance data into relaxation modulus. The extracted relaxation modulus data were verified by simulating the viscoelastic response of control and modified asphalt mixtures using the extended finite element model (XFEM). The findings presented in this paper showed that digital image correlation has a high potential for bridging the gap between experimental and simulation work. The strain map provided by the prediction model was compatible with the DIC strain.
format	Article
author	Radeef, Hasanain Radhi Norhidayah, Abdul Hassan Mohd Zul Hanif, Mahmud Ahmad Razin, Zainal Abidin Putra Jaya, Ramadhansyah Che Ros, Ismail Hind Fadhil, Abbas
author_facet	Radeef, Hasanain Radhi Norhidayah, Abdul Hassan Mohd Zul Hanif, Mahmud Ahmad Razin, Zainal Abidin Putra Jaya, Ramadhansyah Che Ros, Ismail Hind Fadhil, Abbas
author_sort	Radeef, Hasanain Radhi
title	Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM
title_short	Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM
title_full	Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM
title_fullStr	Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM
title_full_unstemmed	Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM
title_sort	linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and xfem
publisher	Elsevier Ltd
publishDate	2022
url	http://umpir.ump.edu.my/id/eprint/33368/1/Linear%20viscoelastic%20response%20of%20semi-circular%20asphalt.pdf http://umpir.ump.edu.my/id/eprint/33368/7/Linear%20viscoelastic%20response%20of%20semi-circular%20asphalt%20sample%20.pdf http://umpir.ump.edu.my/id/eprint/33368/ https://doi.org/10.1016/j.measurement.2022.110866 https://doi.org/10.1016/j.measurement.2022.110866
_version_	1734300291608608768
score	13.211869

Linear viscoelastic response of semi-circular asphalt sample based on digital image correlation and XFEM

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