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Fatigue characterization of asphalt concrete using Schapery's work potential model
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Highway and Railway Engineering (closed 20110301).
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Highway and Railway Engineering (closed 20110301).ORCID iD: 0000-0002-7692-714X
2006 (English)In: Nordic Rheology Society, 2006, Vol. 14Conference paper, Published paper (Refereed)
Abstract [en]

This paper presents an investigation ofSchapery´s work potential theory (WPT), aconstitutive viscoelastic continuum damagemodel, applied to characterize fatigue behaviorof asphalt concrete. Although someanomalies were noted, results indicate thatthe model is applicable to characterizefatigue-related damage growth at differentloading modes, excitation amplitudes andtemperatures.

Place, publisher, year, edition, pages
2006. Vol. 14
Series
Annual Transactions of the Nordic Rheology Society, 14
National Category
Infrastructure Engineering
Identifiers
URN: urn:nbn:se:kth:diva-88430OAI: oai:DiVA.org:kth-88430DiVA: diva2:502290
Conference
Nordic Rheology Conference, NRC2006. Stockholm, Sweden. June 12-14 2006
Note
QC 20120531Available from: 2012-02-14 Created: 2012-02-14 Last updated: 2012-05-31Bibliographically approved

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http://www.nordicrheologysociety.org/Open_transactions/2006/NRS_AT_2006_vol14/Posters/Lundstrom_Ekblad.pdf

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