Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > An enhanced strain 3D element for large deformation elastoplastic thin-shell applications
Publication

Publications

An enhanced strain 3D element for large deformation elastoplastic thin-shell applications

Title
An enhanced strain 3D element for large deformation elastoplastic thin-shell applications
Type
Article in International Scientific Journal
Year
2004
Authors
R. A. F. Valente
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. View Authenticus page Without ORCID
R. J. A. de Sousa
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. View Authenticus page Without ORCID
Renato Natal Jorge
(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
Vol. 34 No. 4
Pages: 38-52
ISSN: 0178-7675
Publisher: Springer Nature
Indexing
Scientific classification
FOS: Natural sciences > Mathematics
CORDIS: Technological sciences > Engineering > Mechanical engineering
Other information
Authenticus ID: P-000-A1W
Abstract (EN): In this work a previously proposed solid-shell finite element, entirely based on the Enhanced Assumed Strain (EAS) formulation, is extended in order to account for large deformation elastoplastic thin-shell problems. An optimal number of 12 enhanced (internal) variables is employed, leading to a computationally efficient performance when compared to other 3D or solid-shell enhanced elements. This low number of enhanced variables is sufficient to (directly) eliminate either volumetric and transverse shear lockings, the first one arising, for instance, in the fully plastic range, whilst the last appears for small thickness' values. The enhanced formulation comprises an additive split of the Green-Lagrange material strain tensor, turning the inclusion of nonlinear kinematics a straightforward task. Finally, some shell-type numerical benchmarks are carried out with the present formulation, and good results are obtained, compared to well-established formulations in the literature.
Language: English
Type (Professor's evaluation): Scientific
Contact: robertt@mec.ua.pt
No. of pages: 15
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same scientific areas

Finite element analysis (FEA) applied to heat transfer optimization process of pultrusion die systems (2011)
Article in International Scientific Journal
A. Fiúza; M. L. Dinis; J.P. Meixedo; A.C.M. Castro; M.C.S. Ribeiro; C. Costa; F. Ferreira; F.J.G. Silva

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
Phase-field approach in elastoplastic solids: application of an iterative staggered scheme and its experimental validation (2021)
Article in International Scientific Journal
Erfan Azinpour; José César de Sá; Abel Santos

See all (21)

Recommend this page Top
Copyright 1996-2024 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2024-09-28 at 08:26:29 | Acceptable Use Policy | Data Protection Policy | Complaint Portal