Studying asphalt binder fatigue pattern by using a dynamic shear rheometer

This article was aimed at determining fatigue test results regarding different types of binder when using a dynamic shear rheometer (DSR). The tests were carried out in stress conditions at 20ºC. The stress input signal was a constant amplitude, 1.59 Hz frequency sine wave. Asphalt binders B-13/22,...

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Autores:
Reyes Ortiz, Oscar Javier
Pérez Jiménez, Félix Eduardo
Tipo de recurso:
Article of journal
Fecha de publicación:
2011
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/33470
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/33470
http://bdigital.unal.edu.co/23550/
http://bdigital.unal.edu.co/23550/2/
http://bdigital.unal.edu.co/23550/3/
Palabra clave:
fatiga
asfaltos
DSR
energía disipada y deformación de rotura.
fatigue
asphalts binder
DSR
dissipated energy
strain failure.
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
Description
Summary:This article was aimed at determining fatigue test results regarding different types of binder when using a dynamic shear rheometer (DSR). The tests were carried out in stress conditions at 20ºC. The stress input signal was a constant amplitude, 1.59 Hz frequency sine wave. Asphalt binders B-13/22, B-40/50, B-60/70, B-80/00, B-150/200 and BM-3c (modified asphalt) were studied. The test measured strain, complex modulus (G*), dissipated energy and dissipated energy ratio (DER) with the number of cycles. Strain criteria were used for determining binder fatigue failure (DER). Failure was defined as the point at which (DER) dropped 10% after peaking. Laws of asphalt fatigue were obtained from the strain and failure cycle results.