Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregate
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Cerâmica (São Paulo. Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0366-69132021000300344 |
Resumo: | Abstract Relevant mechanical parameters of asphalt composites, such as the dynamic modulus and phase angle, are obtained by means of four-point bending tests. It is a dynamic test based on the application of sinusoidal load pulses and sinusoidal displacement response. A sinusoidal response can be difficult to record due to different issues, such as noise during an experiment. In strain-controlled tests with the application of a low-load amplitude with asphalt mixtures at high temperatures composed with calcined clay, which is the case of the test carried out in this study, a relationship was observed between the apparent noise recorded and the frequencies of the beam’s natural vibration. This outcome led to the conclusion that these imperfections are not a result of failures in the procedure, but of the natural behavior of the beam. This conclusion can assist in the filtering of information to obtain better results. |
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Cerâmica (São Paulo. Online) |
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|
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Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregatedynamic modulusasphalt mixturesfour-point bending testnatural vibrationAbstract Relevant mechanical parameters of asphalt composites, such as the dynamic modulus and phase angle, are obtained by means of four-point bending tests. It is a dynamic test based on the application of sinusoidal load pulses and sinusoidal displacement response. A sinusoidal response can be difficult to record due to different issues, such as noise during an experiment. In strain-controlled tests with the application of a low-load amplitude with asphalt mixtures at high temperatures composed with calcined clay, which is the case of the test carried out in this study, a relationship was observed between the apparent noise recorded and the frequencies of the beam’s natural vibration. This outcome led to the conclusion that these imperfections are not a result of failures in the procedure, but of the natural behavior of the beam. This conclusion can assist in the filtering of information to obtain better results.Associação Brasileira de Cerâmica2021-09-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S0366-69132021000300344Cerâmica v.67 n.383 2021reponame:Cerâmica (São Paulo. Online)instname:Universidade de São Paulo (USP)instacron:USP10.1590/0366-69132021673833032info:eu-repo/semantics/openAccessSilva,A. C. L. daSilva,C. L. daMonteiro,A. K. C.Frota,C. A.eng2021-09-24T00:00:00Zoai:scielo:S0366-69132021000300344Revistahttps://www.scielo.br/j/ce/PUBhttps://old.scielo.br/oai/scielo-oai.phpceram.abc@gmail.com||ceram.abc@gmail.com1678-45530366-6913opendoar:2021-09-24T00:00Cerâmica (São Paulo. Online) - Universidade de São Paulo (USP)false |
dc.title.none.fl_str_mv |
Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregate |
title |
Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregate |
spellingShingle |
Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregate Silva,A. C. L. da dynamic modulus asphalt mixtures four-point bending test natural vibration |
title_short |
Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregate |
title_full |
Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregate |
title_fullStr |
Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregate |
title_full_unstemmed |
Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregate |
title_sort |
Interference of natural vibrations in four-point bending test on beams with asphalt composite made with calcined clay aggregate |
author |
Silva,A. C. L. da |
author_facet |
Silva,A. C. L. da Silva,C. L. da Monteiro,A. K. C. Frota,C. A. |
author_role |
author |
author2 |
Silva,C. L. da Monteiro,A. K. C. Frota,C. A. |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Silva,A. C. L. da Silva,C. L. da Monteiro,A. K. C. Frota,C. A. |
dc.subject.por.fl_str_mv |
dynamic modulus asphalt mixtures four-point bending test natural vibration |
topic |
dynamic modulus asphalt mixtures four-point bending test natural vibration |
description |
Abstract Relevant mechanical parameters of asphalt composites, such as the dynamic modulus and phase angle, are obtained by means of four-point bending tests. It is a dynamic test based on the application of sinusoidal load pulses and sinusoidal displacement response. A sinusoidal response can be difficult to record due to different issues, such as noise during an experiment. In strain-controlled tests with the application of a low-load amplitude with asphalt mixtures at high temperatures composed with calcined clay, which is the case of the test carried out in this study, a relationship was observed between the apparent noise recorded and the frequencies of the beam’s natural vibration. This outcome led to the conclusion that these imperfections are not a result of failures in the procedure, but of the natural behavior of the beam. This conclusion can assist in the filtering of information to obtain better results. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-09-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0366-69132021000300344 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0366-69132021000300344 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/0366-69132021673833032 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Associação Brasileira de Cerâmica |
publisher.none.fl_str_mv |
Associação Brasileira de Cerâmica |
dc.source.none.fl_str_mv |
Cerâmica v.67 n.383 2021 reponame:Cerâmica (São Paulo. Online) instname:Universidade de São Paulo (USP) instacron:USP |
instname_str |
Universidade de São Paulo (USP) |
instacron_str |
USP |
institution |
USP |
reponame_str |
Cerâmica (São Paulo. Online) |
collection |
Cerâmica (São Paulo. Online) |
repository.name.fl_str_mv |
Cerâmica (São Paulo. Online) - Universidade de São Paulo (USP) |
repository.mail.fl_str_mv |
ceram.abc@gmail.com||ceram.abc@gmail.com |
_version_ |
1748936785021370368 |