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Evaluation of fatigue performance at different temperatures

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Resumo:The fatigue performance of asphalt mixtures is used to predict pavement life to control the cracking in the asphalt layers. The design of an asphalt pavement is usually made for a specific temperature, what is intended to represent the pavement behaviour throughout a whole year. For damage analysis during a year, along which the pavement temperature constantly varies, it is necessary to calculate the fatigue performance of pavements at a wide range of temperatures. Thus, this paper presents the evaluation of the fatigue response of two asphalt mixtures, a conventional and an asphalt rubber mixture. Frequency sweep tests were also performed to evaluate the stiffness modulus. The fatigue test results showed that the fatigue life decreases when the test temperature decreases up to a certain value. After that value, the fatigue life increases when the test temperature decreases. To explain this phenomenon, this paper presents the preliminary tests carried out to measure the temperature inside the testing specimens to verify possible discrepancies between the climatic chamber temperature and the specimen temperature.
Autores principais:Minhoto, Manuel
Outros Autores:Pais, Jorge; Pereira, Paulo
Assunto:Asphalt mixtures Fatigue resistance Temperature Four point bending tests Flexible pavements
Ano:2009
País:Portugal
Tipo de documento:comunicação em conferência
Tipo de acesso:acesso aberto
Instituição associada:Instituto Politécnico de Bragança
Idioma:inglês
Origem:Biblioteca Digital do IPB
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author Minhoto, Manuel
author2 Pais, Jorge
Pereira, Paulo
author2_role author
author
author_facet Minhoto, Manuel
Pais, Jorge
Pereira, Paulo
author_role author
contributor_name_str_mv Biblioteca Digital do IPB
country_str PT
creators_json_txt [{\"Person.name\":\"Minhoto, Manuel\",\"Person.identifier.orcid\":\"0000-0002-0612-0316\"},{\"Person.name\":\"Pais, Jorge\"},{\"Person.name\":\"Pereira, Paulo\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Biblioteca Digital do IPB
datacite.creators.creator.creatorName.fl_str_mv Minhoto, Manuel
Pais, Jorge
Pereira, Paulo
datacite.date.Accepted.fl_str_mv 2009-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2010-01-27T18:10:54Z
datacite.date.embargoed.fl_str_mv 2010-01-27T18:10:54Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Asphalt mixtures
Fatigue resistance
Temperature
Four point bending tests
Flexible pavements
datacite.titles.title.fl_str_mv Evaluation of fatigue performance at different temperatures
dc.contributor.none.fl_str_mv Biblioteca Digital do IPB
dc.creator.none.fl_str_mv Minhoto, Manuel
Pais, Jorge
Pereira, Paulo
dc.date.Accepted.fl_str_mv 2009-01-01T00:00:00Z
dc.date.available.fl_str_mv 2010-01-27T18:10:54Z
dc.date.embargoed.fl_str_mv 2010-01-27T18:10:54Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv http://hdl.handle.net/10198/1512
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Universidade do Minho
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Asphalt mixtures
Fatigue resistance
Temperature
Four point bending tests
Flexible pavements
dc.title.fl_str_mv Evaluation of fatigue performance at different temperatures
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_5794
description The fatigue performance of asphalt mixtures is used to predict pavement life to control the cracking in the asphalt layers. The design of an asphalt pavement is usually made for a specific temperature, what is intended to represent the pavement behaviour throughout a whole year. For damage analysis during a year, along which the pavement temperature constantly varies, it is necessary to calculate the fatigue performance of pavements at a wide range of temperatures. Thus, this paper presents the evaluation of the fatigue response of two asphalt mixtures, a conventional and an asphalt rubber mixture. Frequency sweep tests were also performed to evaluate the stiffness modulus. The fatigue test results showed that the fatigue life decreases when the test temperature decreases up to a certain value. After that value, the fatigue life increases when the test temperature decreases. To explain this phenomenon, this paper presents the preliminary tests carried out to measure the temperature inside the testing specimens to verify possible discrepancies between the climatic chamber temperature and the specimen temperature.
dirty 0
eu_rights_str_mv openAccess
format conferencePaper
fulltext.url.fl_str_mv https://bibliotecadigital.ipb.pt/bitstreams/dcb77ea7-c0c8-4ac1-bd7b-01cefd17ad14/download
id ipb_e9a2d7b1e49df191f211fb5a2b7cdc13
identifier.url.fl_str_mv http://hdl.handle.net/10198/1512
instacron_str ipb
institution Instituto Politécnico de Bragança
instname_str Instituto Politécnico de Bragança
language eng
network_acronym_str ipb
network_name_str Biblioteca Digital do IPB
oai_identifier_str oai:bibliotecadigital.ipb.pt:10198/1512
organization_str_mv urn:organizationAcronym:ipb
person_str_mv Minhoto, Manuel
Minhoto, Manuel
https://www.ciencia-id.pt/8111-B03D-46D2
8111-B03D-46D2
http://orcid.org/0000-0002-0612-0316
0000-0002-0612-0316
Pais, Jorge
Pereira, Paulo
publishDate 2009
publisher.none.fl_str_mv Universidade do Minho
reponame_str Biblioteca Digital do IPB
repository_id_str urn:repositoryAcronym:ipb
service_str_mv urn:repositoryAcronym:ipb
spelling engUniversidade do MinhoptThe fatigue performance of asphalt mixtures is used to predict pavement life to control the cracking in the asphalt layers. The design of an asphalt pavement is usually made for a specific temperature, what is intended to represent the pavement behaviour throughout a whole year. For damage analysis during a year, along which the pavement temperature constantly varies, it is necessary to calculate the fatigue performance of pavements at a wide range of temperatures. Thus, this paper presents the evaluation of the fatigue response of two asphalt mixtures, a conventional and an asphalt rubber mixture. Frequency sweep tests were also performed to evaluate the stiffness modulus. The fatigue test results showed that the fatigue life decreases when the test temperature decreases up to a certain value. After that value, the fatigue life increases when the test temperature decreases. To explain this phenomenon, this paper presents the preliminary tests carried out to measure the temperature inside the testing specimens to verify possible discrepancies between the climatic chamber temperature and the specimen temperature.application/pdfptEvaluation of fatigue performance at different temperaturesPersonalMinhoto, ManuelDSpacehttp://dspace.org/items/5a104ed9-9e65-41a2-88af-43309083c985DSpacehttp://dspace.org/items/5a104ed9-9e65-41a2-88af-43309083c985MinhotoManuelCiência IDhttps://www.ciencia-id.pt8111-B03D-46D2ORCIDhttp://orcid.org0000-0002-0612-0316Pais, JorgePereira, PauloHostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.ptISBNIsPartOf978-972-8692-42-12010-01-27T18:10:54Z20092009-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/1512http://purl.org/coar/access_right/c_abf2open accessAsphalt mixturesFatigue resistanceTemperatureFour point bending testsFlexible pavements1255823 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/dcb77ea7-c0c8-4ac1-bd7b-01cefd17ad14/downloadProceedings of the 2nd Workshop on Four-point BendingUniversity of Minho, Guimarães, Portugal
spellingShingle Evaluation of fatigue performance at different temperatures
Minhoto, Manuel
Asphalt mixtures
Fatigue resistance
Temperature
Four point bending tests
Flexible pavements
status SINGLETON
subject.fl_str_mv Asphalt mixtures
Fatigue resistance
Temperature
Four point bending tests
Flexible pavements
title Evaluation of fatigue performance at different temperatures
title_full Evaluation of fatigue performance at different temperatures
title_fullStr Evaluation of fatigue performance at different temperatures
title_full_unstemmed Evaluation of fatigue performance at different temperatures
title_short Evaluation of fatigue performance at different temperatures
title_sort Evaluation of fatigue performance at different temperatures
topic Asphalt mixtures
Fatigue resistance
Temperature
Four point bending tests
Flexible pavements
topic_facet Asphalt mixtures
Fatigue resistance
Temperature
Four point bending tests
Flexible pavements
url http://hdl.handle.net/10198/1512
visible 1