Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Phase-field approach in elastoplastic solids: application of an iterative staggered scheme and its experimental validation
Publication

Publications

Phase-field approach in elastoplastic solids: application of an iterative staggered scheme and its experimental validation

Title
Phase-field approach in elastoplastic solids: application of an iterative staggered scheme and its experimental validation
Type
Article in International Scientific Journal
Year
2021-05-25
Authors
Erfan Azinpour
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications Without AUTHENTICUS View ORCID page
José César de Sá
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Abel Santos
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Journal
No. 53
Pages: 1262-1270
ISSN: 0178-7675
Publisher: Springer Nature
Indexing
Publicação em ISI Web of Knowledge ISI Web of Knowledge - 0 Citations
Publicação em Scopus Scopus - 0 Citations
Other information
Authenticus ID: P-00T-Z66
Abstract (EN): The numerical assessment of the crack development in structures subjected to plastic deformations using a phase-field approach is investigated in the present study. By relying on distinctive features of phase-field diffusive crack concept, a recently-developed iterative staggered algorithm is employed for implementation of the overall system of equations, in which one can achieve results that are insensitive to the chosen value of the load increment. This procedure offers advantage in convergence at rather less computational time than the popular standard staggered algorithms, while it maintains the desired solution accuracy. By emphasizing the application of this numerical treatment in phase-field concept in an elastoplastic material framework, the choice of utilizing a plastic work threshold value and its influence on inelastic and post-critical material behavior is elaborated. The numerical performance of the specified phase-field model is evaluated using existing fracture benchmarks in literature, as well as, from a performed experimental tensile test sample.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 15
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same authors

Fracture Characterization of Advanced High Strength Steel USS CR980XG3 Using Phase-Field Diffusive Approach in Ductile Solids (2022)
Article in International Scientific Journal
J. César de Sá; Erfan Azinpour; Manuel Jimenez; Abel dos Santos

Of the same journal

Preface: special issue of computational mechanics on "Connecting Multiscale Mechanics to Complex Material Design" (2016)
Another Publication in an International Scientific Journal
Liu, WK; Fish, J; Chen, JS; Camanho, PP
Strong displacement discontinuities and Lagrange multipliers in the analysis of finite displacement fracture problems (2004)
Article in International Scientific Journal
P. M. A. Areias; J. M. A. César de Sá; C. A. Conceição António; J. A. S. A. O. Carneiro; V. M. P. Teixeira
Some numerical issues on the use of XFEM for ductile fracture (2012)
Article in International Scientific Journal
seabra, mrr; de sa, jmac; sustaric, p; rodic, t
On the use of an enhanced transverse shear strain shell element for problems involving large rotations (2003)
Article in International Scientific Journal
R. A. Fontes Valente; R. M. Natal Jorge; R. P. R. Cardoso; J. M. A. César de Sá; J. J. A. Grácio

See all (21)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-07-16 at 04:59:01 | Privacy Policy | Personal Data Protection Policy | Whistleblowing