Phase-field model for brittle fracture. Validation with experimental results and extension to dam engineering problems

Santillán Sánchez, David ORCID: https://orcid.org/0000-0002-9749-0522, Mosquera Feijoo, Juan Carlos ORCID: https://orcid.org/0000-0003-3292-2176 and Cueto-Felgueroso Landeira, Luis ORCID: https://orcid.org/0000-0001-5303-0236 (2017). Phase-field model for brittle fracture. Validation with experimental results and extension to dam engineering problems. "Engineering Fracture Mechanics", v. 178 ; pp. 109-125. ISSN 0013-7944. https://doi.org/10.1016/j.engfracmech.2017.04.020.

Descripción

Título: Phase-field model for brittle fracture. Validation with experimental results and extension to dam engineering problems
Autor/es:
Tipo de Documento: Artículo
Título de Revista/Publicación: Engineering Fracture Mechanics
Fecha: 1 Junio 2017
ISSN: 0013-7944
Volumen: 178
Materias:
Palabras Clave Informales: Phase-field model; Fracture mechanics; Laboratory experiments; Dam engineering
Escuela: E.T.S.I. Caminos, Canales y Puertos (UPM)
Departamento: Ingeniería Civil: Hidráulica, Energía y Medio Ambiente
Licencias Creative Commons: Reconocimiento - Sin obra derivada - No comercial

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Resumen

Phase-field formulations have recently emerged as promising tools to model brittle fracture. Based on the variational approach to fracture, these models aim at overcoming some of the computational challenges found in simulating complex fracture patterns and their evolution due to external or internal loads. Since most applications and validation exercises thus far have been restricted to academic benchmarks, the evaluation of phase field fracture models against experimental result an practical engineering scenarios remains fragmented. Here we introduce a straightforward phase-field approach to simulate fluid and mechanically-driven fractures based on energy minimization and thermodynamical principles. We apply our methodology to several laboratory experiments of brittle fracture, and to fracturing processes in two full-scale concrete dams, taking into account the hydraulic forces inside the fractures. We conclude that phase-field models represent a promising computational tool that may be applied to realistic engineering scenarios. (C) 2017 Elsevier Ltd. All rights reserved.

Proyectos asociados

Tipo
Código
Acrónimo
Responsable
Título
Gobierno de España
CTM2014-54312-P
NEWFLOW
Luis Cueto-Felgueroso Landeira
Nuevos modelos de flujo multifase en medios porosos: procesos fundamentales y aplicación a problemas de gran escala en hidrología
Gobierno de España
RyC-2012-11704
Sin especificar
Sin especificar
Subprograma Ramón y Cajal

Más información

ID de Registro: 85172
Identificador DC: https://oa.upm.es/85172/
Identificador OAI: oai:oa.upm.es:85172
URL Portal Científico: https://portalcientifico.upm.es/es/ipublic/item/5495363
Identificador DOI: 10.1016/j.engfracmech.2017.04.020
URL Oficial: https://www.sciencedirect.com/science/article/pii/...
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Depositado el: 04 Dic 2024 07:04
Ultima Modificación: 04 Dic 2024 07:04