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Slow dynamic diagnosis of asphalt concrete specimen to determine level of damage caused by static low temperature conditioning
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Building Materials.
KTH, School of Architecture and the Built Environment (ABE), Transport Science. KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Highway Engineering Laboratory.ORCID iD: 0000-0003-0889-6078
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Building Materials.
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Building Materials.
2017 (English)In: 43rd Annual Review of Progress in Quantitative Nondestructive Evaluation, American Institute of Physics (AIP), 2017, Vol. 1806, article id 080012Conference paper, Published paper (Refereed)
Abstract [en]

The phenomenon of slow dynamics has been observed in a variety of materials which are considered as relatively homogeneous that exhibit nonlinearity due to the presence of defects or cracks within them. Experimental realizations in previous work suggest that slow dynamics can be in response to acoustic drives with relatively larger amplitude as well as rapid change of temperature. Slow dynamics as a nonlinear elastic response of damaged materials is manifested as a sharp drop and then recovery of resonance frequency linearly with logarithmic time. In this work, slow dynamics recovery is intended to be used as a means of identifying and evaluating thermal damage on an asphalt concrete specimen. The experimental protocol for measuring slow dynamics is based on the technique of nonlinear resonance spectroscopy and is set up with non-contact excitation using a loud speaker and the data acquisition tool box of Matlab. Sweeps of frequency with low amplitude are applied in order to probe the specimen at its linear viscoelastic state. The drop and then recovery in fundamental axially symmetric resonance frequency is observed after the specimen is exposed to sudden temperature change. The investigation of the viscoelastic contribution to the change in resonance frequency and slow dynamics can help identify micro-damage in asphalt concrete samples.

Place, publisher, year, edition, pages
American Institute of Physics (AIP), 2017. Vol. 1806, article id 080012
Series
AIP Conference Proceedings, ISSN 0094-243X ; 1806
National Category
Applied Mechanics
Identifiers
URN: urn:nbn:se:kth:diva-208009DOI: 10.1063/1.4974637ISI: 000403042900096Scopus ID: 2-s2.0-85015994487ISBN: 9780735414747 (print)OAI: oai:DiVA.org:kth-208009DiVA, id: diva2:1106718
Conference
43rd Annual Review of Progress in Quantitative Nondestructive Evaluation, QNDE 2016, 17 July 2016 through 22 July 2016
Note

QC 2017-06-08

Available from: 2017-06-08 Created: 2017-06-08 Last updated: 2017-11-10Bibliographically approved

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Birgisson, Björn

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