Modelling the quasi-static behaviour of bituminous material using a cohesive zone model

Title: Modelling the quasi-static behaviour of bituminous material using a cohesive zone model
Authors: Tabakovic, Amir
Karac, Aleksandar
Ivankovic, Alojz
Gibney, Amanda
McNally, Ciaran
Gilchrist, M. D.
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Date: Sep-2010
Online since: 2011-09-28T13:38:14Z
Abstract: This paper investigates the applicability of a cohesive zone model for simulating the performance of bituminous material subjected to quasistatic loading. The Dugdale traction law was implemented within a finite volume code in order to simulate the binder course mortar material response when subjected to indirect tensile loading. A uniaxial tensile test and a threepoint bend test were employed to determine initial stress-strain curves at different test rates and the cohesive zone parameters (specifically, fracture energy and cohesive strength). Numerical results agree well with the experimental data up to the peak load and onset of fracture, demonstrating the value of the cohesive zone modelling technique in successfully predicting fracture initiation and maximum material strength.
Funding Details: Other funder
Type of material: Journal Article
Publisher: Elsevier
Journal: Engineering Fracture Mechanics
Volume: 77
Issue: 13
Start page: 2403
End page: 2418
Copyright (published version): 2010 Elsevier Ltd.
Keywords: Binder course mortarFinite volume methodIndirect tensile loadingThree-point bend test
Subject LCSH: Mortar--Testing
Finite volume method
Bituminous materials--Testing
Materials--Dynamic testing
DOI: 10.1016/j.engfracmech.2010.06.023
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Language: en
Status of Item: Peer reviewed
Appears in Collections:Mechanical & Materials Engineering Research Collection
Civil Engineering Research Collection

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