Effect of temperature on the fatigue behavior of asphalt binder (2019)
- Authors:
- USP affiliated authors: BESSA, IURI SIDNEY - EP ; SAVASINI, KAMILLA VASCONCELOS - EP ; BERNUCCI, LIEDI LÉGI BARIANI - EP ; KUCHIISHI, ANDRÉ KAZUO - EP ; CARVALHO, JOÃO PAULO BARBOSA - EP
- Unidade: EP
- DOI: 10.1515/arh-2019-0004
- Subjects: PAVIMENTOS FLEXÍVEIS; FADIGA DOS MATERIAIS; ASFALTO; PAVIMENTAÇÃO ASFÁLTICA
- Language: Inglês
- Abstract: Asphalt pavement is under different climatic conditions throughout its service life, which means that fatigue cracking does not occur at a specific temperature, but at a temperature range. The main objective of this paper is to evaluate the influence of different temperatures in the fatigue life of two asphalt binders: a non-modified binder (penetration grade 30/45) and a highly polymermodified binder (HPMB). The fatigue resistance characterization was performed by means of a linear amplitude sweep (LAS) test at the temperatures of 10, 15, 20, 25, and 30°C using a dynamic shear rheometer (DSR). From the dynamic shear modulus (|G*|) results, adhesion loss was observed between the binder and the rheometer parallel plate at the lower temperature of 10°C,while at higher temperatures (25 and 30°C) plastic flow was observed rather than fatigue damage. Therefore, considering that the actual test procedure does not specify the testing temperature, the evaluation of failure mechanism is essential to validate test results, because the random selection of test temperature might lead to inconsistent data
- Imprenta:
- Publisher place: Lappersdorf
- Date published: 2019
- Source:
- Título: Applied Rheology
- ISSN: 1430-6395
- Volume/Número/Paginação/Ano: v.29, n.1, p. 30-40, 2019
- Status:
- Artigo publicado em periódico de acesso aberto (Gold Open Access)
- Versão do Documento:
- Versão publicada (Published version)
- Acessar versão aberta:
-
ABNT
KUCHIISHI, André Kazuo et al. Effect of temperature on the fatigue behavior of asphalt binder. Applied Rheology, v. 29, n. 1, p. 30-40, 2019Tradução . . Disponível em: https://doi.org/10.1515/arh-2019-0004. Acesso em: 07 abr. 2026. -
APA
Kuchiishi, A. K., Carvalho, J. P. B., Bessa, I. S., Vasconcelos, K., & Bernucci, L. L. B. (2019). Effect of temperature on the fatigue behavior of asphalt binder. Applied Rheology, 29( 1), 30-40. doi:10.1515/arh-2019-0004 -
NLM
Kuchiishi AK, Carvalho JPB, Bessa IS, Vasconcelos K, Bernucci LLB. Effect of temperature on the fatigue behavior of asphalt binder [Internet]. Applied Rheology. 2019 ;29( 1): 30-40.[citado 2026 abr. 07 ] Available from: https://doi.org/10.1515/arh-2019-0004 -
Vancouver
Kuchiishi AK, Carvalho JPB, Bessa IS, Vasconcelos K, Bernucci LLB. Effect of temperature on the fatigue behavior of asphalt binder [Internet]. Applied Rheology. 2019 ;29( 1): 30-40.[citado 2026 abr. 07 ] Available from: https://doi.org/10.1515/arh-2019-0004 - Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation
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- Avaliação de ligantes asfálticos convencionais e modificados em relação ao trincamento por fadiga a partir do uso de resultados reológicos
- Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures
- Comportamento mecânico de camadas de bases granular e tratada com cimento em rodovia de tráfego muito pesado
- Characterization of neat and modified asphalt binders and mixtures in relation to permanent deformation
- Influência da velocidade de carregamento e temperatura no comportamento mecânico de misturas recicladas a frio com emulsão asfáltica e espuma de asfalto
- Influence of viscoelastic properties of cold recycled asphalt mixtures on pavement response by means of temperature instrumentation
- Field Evaluation of High Level Roads with Foamed Bitumen Stabilized Base Layers
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