Please use this identifier to cite or link to this item: http://repositorio.ufc.br/handle/riufc/58360
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dc.contributor.authorAlmeida, Francisco José Pereira de-
dc.contributor.authorSilva, Suyanne Costa-
dc.contributor.authorSoares, Jorge Barbosa-
dc.contributor.authorParente Junior, Evandro-
dc.date.accessioned2021-05-13T15:57:30Z-
dc.date.available2021-05-13T15:57:30Z-
dc.date.issued2020-
dc.identifier.citationALMEIDA, Francisco José Pereira de; SILVA, Suyanne Costa; SOARES, Jorge Barbosa; PARENTE JUNIOR, Evandro. Algorithm for determinaon of the damage characterisc (C-S) curve of asphalt mixtures. Transportes, São Paulo-SP, v. 28, n. 2, p. 1-11, 2020.pt_BR
dc.identifier.issn2237-1346-
dc.identifier.otherDOI:10.14295/transportes.v28i2.2163-
dc.identifier.urihttp://www.repositorio.ufc.br/handle/riufc/58360-
dc.description.abstractThis paper presents the algorithm for calculating the damage characteristic curve obtained in direct tension tests taking into account sinusoidal controlled strain loading. The Viscoelastic Continuum Damage formulation is presented in a summarized form for the algorithm, in which the pseudo strain, at the instants associated to the observed stress, is calculated using the expression of the linear viscoelasticity stress under controlled strain testing. This facilitates subsequent treatment of the data to obtain the vs. curve. The proposed algorithm is simple to understand and easy to implement computationally. The algorithm was validated with the results of fatigue test simulations in three mixtures, which have indicated its potential.pt_BR
dc.language.isoenpt_BR
dc.subjectMistura asfálticapt_BR
dc.subjectFadigapt_BR
dc.subjectModelo viscoelástico de dano contínuopt_BR
dc.titleAlgorithm for determinaon of the damage characterisc (C-S) curve of asphalt mixturespt_BR
dc.typeArtigo de Periódicopt_BR
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