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ORCID: https://orcid.org/0000-0002-5192-4970
(2014).
A gradient-enhanced large-deformation continuum damage model for fibre-reinforced materials.
"Computer Methods in Applied Mechanics and Engineering", v. 268
;
pp. 801-842.
ISSN 0045-7825.
https://doi.org/10.1016/j.cma.2013.10.013.
| Título: | A gradient-enhanced large-deformation continuum damage model for fibre-reinforced materials |
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| Autor/es: |
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| Tipo de Documento: | Artículo |
| Título de Revista/Publicación: | Computer Methods in Applied Mechanics and Engineering |
| Fecha: | 1 Enero 2014 |
| ISSN: | 0045-7825 |
| Volumen: | 268 |
| Materias: | |
| ODS: | |
| Palabras Clave Informales: | Gradient-enhanced damage; Large deformations; Finite element method; Anisotropic biological tissues; Abaqus UEL; Arc-length method |
| Escuela: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
| Departamento: | Mecánica de Medios Continuos y Teoría de Estructuras |
| Licencias Creative Commons: | Reconocimiento - Sin obra derivada - No comercial |
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A non-local gradient-based damage formulation within a geometrically non-linear setting is presented. The hyperelastic constitutive response at local material point level is governed by a strain energy which is additively composed of an isotropic matrix and of an anisotropic fibre-reinforced material, respectively. The inelastic constitutive response is governed by a scalar [1–d]-type damage formulation, where only the anisotropic elastic part is assumed to be affected by the damage. Following the concept in Dimitrijević and Hackl [28], the local free energy function is enhanced by a gradient-term. This term essentially contains the gradient of the non-local damage variable which, itself, is introduced as an additional independent variable. In order to guarantee the equivalence between the local and non-local damage variable, a penalisation term is incorporated within the free energy function. Based on the principle of minimum total potential energy, a coupled system of Euler–Lagrange equations, i.e., the balance of linear momentum and the balance of the non-local damage field, is obtained and solved in weak form. The resulting coupled, highly non-linear system of equations is symmetric and can conveniently be solved by a standard incremental-iterative Newton–Raphson-type solution scheme. Several three-dimensional displacement- and force-driven boundary value problems—partially motivated by biomechanical application—highlight the mesh-objective characteristics and constitutive properties of the model and illustratively underline the capabilities of the formulation proposed
| ID de Registro: | 35940 |
|---|---|
| Identificador DC: | https://oa.upm.es/35940/ |
| Identificador OAI: | oai:oa.upm.es:35940 |
| URL Portal Científico: | https://portalcientifico.upm.es/es/ipublic/item/5489472 |
| Identificador DOI: | 10.1016/j.cma.2013.10.013 |
| URL Oficial: | http://www.sciencedirect.com/science/article/pii/S... |
| Depositado por: | Memoria Investigacion |
| Depositado el: | 08 Jul 2015 13:29 |
| Ultima Modificación: | 12 Nov 2025 00:00 |
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