A meso-mechanical model of the tensile behaviour of concrete. part II: modelling of post-peak tension softening behaviour
Abstract
null null An analytic constitutive model is derived for the post-peak behaviour of composite concrete. Tension softening is modelled in relation to propagation of a dominant crack against an effective toughness which accounts for crack deflection and the existence of distributed interfacial cracks. Analytic expressions for the tension softening curve and fracture energy are derived in terms of internal material parameters. Limited comparison...
Paper Details
Title
A meso-mechanical model of the tensile behaviour of concrete. part II: modelling of post-peak tension softening behaviour
Published Date
Jul 1, 1989
Journal
Volume
20
Issue
4
Pages
370 - 378
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