2010
DOI: 10.1016/j.engfracmech.2010.06.023
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Modelling the quasi-static behaviour of bituminous material using a cohesive zone model

Abstract: Item record/more information http://hdl.handle.net/10197/3190 Publisher's statement þÿ T h i s i s t h e a u t h o r s v e r s i o n o f a w o r k t h a t

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Cited by 23 publications
(12 citation statements)
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“…The corresponding compression for the mastic mix is about 1.8 MPa, and the vehicle loading pressure is less than 1 MPa [22,23]. After curing at 160 • C, capsules with A/R ratios of 20/80 and 10/90 show a compressive strength less than 0.4 MPa, which is insufficient to survive the asphalt production process.…”
Section: Compressive Tests On Capsulesmentioning
confidence: 99%
“…The corresponding compression for the mastic mix is about 1.8 MPa, and the vehicle loading pressure is less than 1 MPa [22,23]. After curing at 160 • C, capsules with A/R ratios of 20/80 and 10/90 show a compressive strength less than 0.4 MPa, which is insufficient to survive the asphalt production process.…”
Section: Compressive Tests On Capsulesmentioning
confidence: 99%
“…surfaces). This test configuration offers several advantages with respect to other testing setups in order to test multiple release and healing with the same fibre [25,30]. The 3PB test geometry allows localization of the damage (development of micro cracks) along the underside specimen face.…”
Section: Three-point Bend (3pb) Testmentioning
confidence: 99%
“…It allows for the initiation and growth of micro cracks along the surface, demonstrating that the healing system is capable of multi crack healing and also testing the fibre healing function for subsequent (multiple) healing events. The test also allows for large cracks to form rapidly which causes full test specimen failure, this can be achieved by increasing the loading rate or reducing the test temperature [30].…”
Section: Three-point Bend (3pb) Testmentioning
confidence: 99%
“…[39]), or combined with finite-volume methods (e.g. [40,41]), the CZM has become one of the most popular approaches to simulate fracture. In particular, cohesive (also called 'interface') elements have been applied to a very wide range of problems involving damage initiation and/or propagation.…”
Section: Theoretical Background: the Cohesive Zone Model (Czm)mentioning
confidence: 99%