Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
260556 | Construction and Building Materials | 2008 | 7 Pages |
Abstract
In order to represent the behaviour during fatigue tests of asphalt concrete mixtures, a phenomenological model, based on the continuous damage theory, has been developed. From this model, a method for estimation of fatigue curves was formulated. From a practical point of view, the use of this method enables classic fatigue curves to be estimated with a smaller number of specimens tested. This method of estimating fatigue curves was applied to three mixtures, and its results were compared with those of the standard procedure.
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Engineering
Civil and Structural Engineering
Authors
María Castro, José A. Sánchez,