2011
DOI: 10.1016/j.compstruc.2010.12.001
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Solving fracture problems using an asymptotic numerical method

Abstract: The present work deals with the use of asymptotic numerical methods (ANM) to manage crack onset and crack growth in the framework of Continuum Damage Mechanics (CDM). More specifically, an application of regularization techniques to a 1D cohesive model is proposed. The standard "triangle" damageable elastic model, often used in finite element codes to describe fracture of brittle materials, was chosen. Results associated with load-unload cycle showed that ANM is convenient to take numerically this specific non… Show more

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Cited by 6 publications
(4 citation statements)
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References 27 publications
(30 reference statements)
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“…In order to solve Equation ( 6), the ANM is used, which is a continuation technique where the non-linear problem is transformed into a sequence of linear ones. This method has been successfully used in different fields, such as in fluid mechanics (Cadou, Cochelin, Damil, & Potier-Ferry, 2001) or recently to solve the fracture problem (Daridon, Wattrisse, Chrysochoos, & Potier-Ferry, 2011).…”
Section: Problem Formulationmentioning
confidence: 99%
“…In order to solve Equation ( 6), the ANM is used, which is a continuation technique where the non-linear problem is transformed into a sequence of linear ones. This method has been successfully used in different fields, such as in fluid mechanics (Cadou, Cochelin, Damil, & Potier-Ferry, 2001) or recently to solve the fracture problem (Daridon, Wattrisse, Chrysochoos, & Potier-Ferry, 2011).…”
Section: Problem Formulationmentioning
confidence: 99%
“…Study of large strain plasticity in 2D problems (El Kihal et al, 2022a has recently been carried out using ANM. ANM has also been reported for fracture mechanics applications using cohesive zone model (Daridon et al, 2011) for 1D problems, where an elastic damage behavior is considered. Application of ANM, however, has not been attempted for the solution of viscoplasticity problems of steam turbine applications using the unified constitutive models.…”
Section: Introductionmentioning
confidence: 99%
“…However, for sake of simplicity, only isothermal transformations are considered in the following sections, and the chosen state variables are the displacement jump vector u and a scalar damage variable, denoted by 𝑢 d . This damage variable 𝑢 d is the maximum of the equivalent opening displacement as used in many papers such as (Ortiz and Pandolfi 1999;van den Bosch et al 2006;Park et al 2009;Daridon et al 2011;Blal et al 2011) for example.…”
Section: Introductionmentioning
confidence: 99%