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Experimental Mechanics
Erschienen in: Experimental Mechanics 9/2012

01.11.2012

Mode I Fracture Characterization of Bituminous Paving Mixtures at Intermediate Service Temperatures

verfasst von: F. T. S. Aragão, Y.-R. Kim

Erschienen in: Experimental Mechanics | Ausgabe 9/2012

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Abstract

This study presents an integrated approach combining experimental tests and numerical modeling to characterize mode I fracture behavior of bituminous paving mixtures subjected to a wide range of loading rates at intermediate temperature conditions. A simple experimental protocol is developed using the semi-circular bending (SCB) test geometry. The local fracture behavior at the initial notch tip of the SCB specimens is monitored using high-speed cameras with a digital image correlation (DIC) system. The DIC results of the SCB fracture tests are then simulated using a finite element method that is incorporated with material viscoelasticity and cohesive zone fracture. Fracture properties are obtained locally at the notch tip by identifying two cohesive zone fracture parameters (cohesive strength and fracture energy) that result in a good agreement between test results and numerical simulations. The results clearly present significant rate-dependent fracture characteristics of bituminous paving mixtures at intermediate service temperatures. This study further demonstrates that fracture properties of viscoelastic materials need to be characterized at the local fracture process zone when they present ductile fracture behavior.
Vorheriger Artikel Optimization of Digital Image Correlation for High-Resolution Strain Mapping of Ceramic Composites
Nächster Artikel Determination of the Failure Stresses for Fluid-filled Microcapsules that Rupture Near the Elastic Regime

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Metadaten
Titel
Mode I Fracture Characterization of Bituminous Paving Mixtures at Intermediate Service Temperatures
verfasst von
F. T. S. Aragão
Y.-R. Kim
Publikationsdatum
01.11.2012
Verlag
Springer US
Erschienen in
Experimental Mechanics / Ausgabe 9/2012
Print ISSN: 0014-4851
Elektronische ISSN: 1741-2765
DOI
https://doi.org/10.1007/s11340-012-9594-4

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