An??lise da composi????o asf??ltica com Agregado Sinterizado de Argila Calcinada (ASAC) segundo modelo reol??gico viscoel??stico linear de Huet-Sayegh

Autor: Monteiro, Anne Karollynne Castro, https://orcid.org/0000-0002-1089-8761
Přispěvatelé: Frota, Consuelo Alves da, Frota, Hidembergue Ordozgoith da, Paula, Marcos Marques da Silva, Fortes, Rita Moura
Jazyk: portugalština
Rok vydání: 2020
Předmět:
Zdroj: Biblioteca Digital de Teses e Dissertações da UFAM
Universidade Federal do Amazonas (UFAM)
instacron:UFAM
Popis: Submitted by Anne Monteiro (annekarollynne@gmail.com) on 2021-01-04T14:31:48Z No. of bitstreams: 3 Disserta????o_Final_UFAM.pdf: 1528102 bytes, checksum: 2c6d11c27dd5a7374be811c8e71e752a (MD5) CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) Rejected by PPGCEM Ci??ncia e Engenharia de Materiais (ppgcem@ufam.edu.br), reason: ?? preciso corrigir o nome de um dos membros da banca. O nome correto ?? Marcos Marques da Silva Paula. on 2021-01-05T00:32:08Z (GMT) Submitted by Anne Monteiro (annekarollynne@gmail.com) on 2021-02-04T16:39:05Z No. of bitstreams: 3 Disserta????o_Final_UFAM.pdf: 1528102 bytes, checksum: 2c6d11c27dd5a7374be811c8e71e752a (MD5) CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) Approved for entry into archive by PPGCEM Ci??ncia e Engenharia de Materiais (ppgcem@ufam.edu.br) on 2021-02-04T18:43:28Z (GMT) No. of bitstreams: 3 Disserta????o_Final_UFAM.pdf: 1528102 bytes, checksum: 2c6d11c27dd5a7374be811c8e71e752a (MD5) CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) Rejected by Divis??o de Documenta????o/BC Biblioteca Central (ddbc@ufam.edu.br), reason: Proceder ?? corre????o da ficha catalogr??fica, os elementos encontram-se desconfigurados. Corrigir a classifica????o de Cutter de M775c para M775a (a primeira palavra relevante do t??tulo ?? an??lise). Dep??sito com restri????o de acesso (embargado) n??o deve ser realizado na BDTD, nesse caso, encaminha-se os arquivos por e-mail. on 2021-02-04T20:59:42Z (GMT) Submitted by Anne Monteiro (annekarollynne@gmail.com) on 2021-02-05T02:15:57Z No. of bitstreams: 3 Disserta????o_Final_UFAM.pdf: 1528102 bytes, checksum: 2c6d11c27dd5a7374be811c8e71e752a (MD5) CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) Approved for entry into archive by PPGCEM Ci??ncia e Engenharia de Materiais (ppgcem@ufam.edu.br) on 2021-02-05T02:21:57Z (GMT) No. of bitstreams: 3 Disserta????o_Final_UFAM.pdf: 1528102 bytes, checksum: 2c6d11c27dd5a7374be811c8e71e752a (MD5) CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) Rejected by Divis??o de Documenta????o/BC Biblioteca Central (ddbc@ufam.edu.br), reason: Proceder ?? corre????o da ficha catalogr??fica, os elementos encontram-se desconfigurados. Corrigir a classifica????o de Cutter de M775c para M775a (a primeira palavra relevante do t??tulo ?? an??lise). Dep??sito com restri????o de acesso (embargado) n??o deve ser realizado na BDTD, nesse caso, encaminha-se os arquivos por e-mail. on 2021-02-05T16:30:18Z (GMT) Submitted by Anne Monteiro (annekarollynne@gmail.com) on 2021-02-05T17:05:54Z No. of bitstreams: 3 CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) Anne_Disserta????o_PPGCEM.pdf: 1730406 bytes, checksum: 658e1b17f8c835635ce64b4e3440dc76 (MD5) Rejected by PPGCEM Ci??ncia e Engenharia de Materiais (ppgcem@ufam.edu.br), reason: Prezados, Gostaria de pedir para corrigir o nome de um dos membros da banca. N??o ?? Mauro, ?? Marcos. Fico no aguardo desta corre????o para aprovar o dep??sito. Att. Edgar Sanches on 2021-02-05T17:18:21Z (GMT) Submitted by Anne Monteiro (annekarollynne@gmail.com) on 2021-02-05T17:23:57Z No. of bitstreams: 3 CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) Anne_Disserta????o_PPGCEM.pdf: 1730406 bytes, checksum: 658e1b17f8c835635ce64b4e3440dc76 (MD5) Approved for entry into archive by PPGCEM Ci??ncia e Engenharia de Materiais (ppgcem@ufam.edu.br) on 2021-02-08T12:55:40Z (GMT) No. of bitstreams: 3 CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) Anne_Disserta????o_PPGCEM.pdf: 1730406 bytes, checksum: 658e1b17f8c835635ce64b4e3440dc76 (MD5) Rejected by Divis??o de Documenta????o/BC Biblioteca Central (ddbc@ufam.edu.br), reason: Na ficha catalogr??fica, corrigir o g??nero da palavra Orientador para Orientadora, uma vez que se refere a nome feminino. on 2021-02-08T15:46:50Z (GMT) Submitted by Anne Monteiro (annekarollynne@gmail.com) on 2021-02-10T19:22:12Z No. of bitstreams: 3 CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) PPGCEM_AKCM_DISSERTA????O.pdf: 2205255 bytes, checksum: fe67211aeffee4878e26ff702ed76f9f (MD5) Approved for entry into archive by PPGCEM Ci??ncia e Engenharia de Materiais (ppgcem@ufam.edu.br) on 2021-02-10T19:43:39Z (GMT) No. of bitstreams: 3 CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) PPGCEM_AKCM_DISSERTA????O.pdf: 2205255 bytes, checksum: fe67211aeffee4878e26ff702ed76f9f (MD5) Approved for entry into archive by Divis??o de Documenta????o/BC Biblioteca Central (ddbc@ufam.edu.br) on 2021-02-10T21:22:55Z (GMT) No. of bitstreams: 3 CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) PPGCEM_AKCM_DISSERTA????O.pdf: 2205255 bytes, checksum: fe67211aeffee4878e26ff702ed76f9f (MD5) Made available in DSpace on 2021-02-10T21:22:55Z (GMT). No. of bitstreams: 3 CartaEncaminhamentoTCC-TESE-DISSERTA????O-1.pdf: 246167 bytes, checksum: a75e44e4cffc07c0dc802206c76a0c73 (MD5) Ata defesa Anne Karollynne env PPGCEM.pdf: 762005 bytes, checksum: 5f60bfcebdf426db36944b1cb6f55201 (MD5) PPGCEM_AKCM_DISSERTA????O.pdf: 2205255 bytes, checksum: fe67211aeffee4878e26ff702ed76f9f (MD5) Previous issue date: 2020-11-30 Funda????o de Amparo a Pesquisa do Estado do Amazonas - FAPEAM The current Brazilian pavement design method works with three parameters: support index, climatic parameters and traffic. Allied to this, the floors are a complex system, that is, they comprise several layers, especially the asphalt concrete, which contains in its composition the bituminous binder, a material whose behavior in terms of deformation is dualistic: elastic and viscous. To describe this phenomenon, the stress-strain behavior prediction is used by analyzing the complex modulus test. For the present work, two asphalt compositions from the work of Geotechnical Group (GEOTEC/UFAM) were analyzed: Asphalt Concrete (CA), under four-point bending test, and SMA mixture, with respect to the uniaxial behavior of cylindrical specimens. The methodology used was the adjustment of curves based on the experimental data of Complex Modulus |E*| and frequency, relative to the Ordinary Least Squares (OLS), to find the parameters of the Huet-Sayegh Rheological Model. The numerical analysis demonstrated the applicability of the model for determining the linear viscoelastic behavior, in the adopted temperature and frequency ranges. O m??todo vigente de dimensionamento brasileiro de pavimentos atua com tr??s par??metros: ??ndice de suporte, par??metros clim??ticos e tr??fego. Aliado a isso, os pavimentos s??o um sistema complexo, isto ??, compreendem diversas camadas, em especial a camada de revestimento, que cont??m na sua composi????o o ligante betuminoso, material cujo comportamento quanto ?? deforma????o ?? dual??stico: el??stico e viscoso. Para descrever esse fen??meno, utiliza-se a previs??o do comportamento tens??o-deforma????o mediante an??lise do ensaio de m??dulo complexo. Para o presente trabalho, foram analisadas duas composi????es asf??lticas, provenientes de trabalhos do Grupo de Pesquisa em Geotecnia (GEOTEC/UFAM): Concreto Asf??ltico (CA), sob flex??o a quatro pontos, e mistura SMA, no tocante ao comportamento uniaxial de corpos-de-prova cil??ndricos. A metodologia utilizada foi o ajuste de curvas baseado nos dados experimentais de M??dulo Complexo |E*| e frequ??ncia, relativo ao M??todo dos M??nimos Quadrados (MMQ), para que se encontrassem os par??metros do Modelo Reol??gico de Huet-Sayegh. A an??lise num??rica demostrou a aplicabilidade do modelo para determina????o do comportamento viscoel??stico linear, nas faixas de temperaturas e frequ??ncias adotadas.
Databáze: OpenAIRE
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