A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures
| Autor(a) principal: | |
|---|---|
| Data de Publicação: | 2015 |
| Outros Autores: | , |
| Tipo de documento: | Artigo |
| Idioma: | eng |
| Título da fonte: | Repositório Institucional da Udesc |
| Texto Completo: | https://repositorio.udesc.br/handle/UDESC/8092 |
Resumo: | © 2014 Elsevier Inc.This article presents a one-dimensional finite element formulation for the transient analysis of geometrically nonlinear trusses associated to viscoelastic viscoplastic materials including mechanical degradation. The proposed formulation aims at problems involving inertial loads and high strain rate deformations, and accounts for velocities, accelerations and rate-dependent effects. The kinematic description adopts an updated Lagrangian approach, whereas the dynamic equilibrium equations are solved using the Newmark algorithm coupled to an incremental-iterative Newton-Raphson procedure. The viscoelastic and viscoplastic behaviors are accounted for the generalized Kelvin-Voigt and Perzyna models, and material degradation is considered using Continuum Damage Mechanics. The evolution equations are integrated using an implicit scheme, including derivation of the analytical tangent stiffness and algorithmic material tangent operator. Numerical examples illustrate application of the proposed formulation to the analysis of polymeric truss structures undergoing snap-through. |
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A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures© 2014 Elsevier Inc.This article presents a one-dimensional finite element formulation for the transient analysis of geometrically nonlinear trusses associated to viscoelastic viscoplastic materials including mechanical degradation. The proposed formulation aims at problems involving inertial loads and high strain rate deformations, and accounts for velocities, accelerations and rate-dependent effects. The kinematic description adopts an updated Lagrangian approach, whereas the dynamic equilibrium equations are solved using the Newmark algorithm coupled to an incremental-iterative Newton-Raphson procedure. The viscoelastic and viscoplastic behaviors are accounted for the generalized Kelvin-Voigt and Perzyna models, and material degradation is considered using Continuum Damage Mechanics. The evolution equations are integrated using an implicit scheme, including derivation of the analytical tangent stiffness and algorithmic material tangent operator. Numerical examples illustrate application of the proposed formulation to the analysis of polymeric truss structures undergoing snap-through.2024-12-06T13:58:23Z2015info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlep. 1725 - 17390307-904X10.1016/j.apm.2014.09.036https://repositorio.udesc.br/handle/UDESC/8092Applied Mathematical Modelling395-6Carniel T.A.*Munoz-Rojas P.A.*Vaz M.*engreponame:Repositório Institucional da Udescinstname:Universidade do Estado de Santa Catarina (UDESC)instacron:UDESCinfo:eu-repo/semantics/openAccess2024-12-07T20:56:23Zoai:repositorio.udesc.br:UDESC/8092Biblioteca Digital de Teses e Dissertaçõeshttps://pergamumweb.udesc.br/biblioteca/index.phpPRIhttps://repositorio-api.udesc.br/server/oai/requestri@udesc.bropendoar:63912024-12-07T20:56:23Repositório Institucional da Udesc - Universidade do Estado de Santa Catarina (UDESC)false |
| dc.title.none.fl_str_mv |
A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures |
| title |
A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures |
| spellingShingle |
A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures Carniel T.A.* |
| title_short |
A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures |
| title_full |
A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures |
| title_fullStr |
A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures |
| title_full_unstemmed |
A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures |
| title_sort |
A viscoelastic viscoplastic constitutive model including mechanical degradation: Uniaxial transient finite element formulation at finite strains and application to space truss structures |
| author |
Carniel T.A.* |
| author_facet |
Carniel T.A.* Munoz-Rojas P.A.* Vaz M.* |
| author_role |
author |
| author2 |
Munoz-Rojas P.A.* Vaz M.* |
| author2_role |
author author |
| dc.contributor.author.fl_str_mv |
Carniel T.A.* Munoz-Rojas P.A.* Vaz M.* |
| description |
© 2014 Elsevier Inc.This article presents a one-dimensional finite element formulation for the transient analysis of geometrically nonlinear trusses associated to viscoelastic viscoplastic materials including mechanical degradation. The proposed formulation aims at problems involving inertial loads and high strain rate deformations, and accounts for velocities, accelerations and rate-dependent effects. The kinematic description adopts an updated Lagrangian approach, whereas the dynamic equilibrium equations are solved using the Newmark algorithm coupled to an incremental-iterative Newton-Raphson procedure. The viscoelastic and viscoplastic behaviors are accounted for the generalized Kelvin-Voigt and Perzyna models, and material degradation is considered using Continuum Damage Mechanics. The evolution equations are integrated using an implicit scheme, including derivation of the analytical tangent stiffness and algorithmic material tangent operator. Numerical examples illustrate application of the proposed formulation to the analysis of polymeric truss structures undergoing snap-through. |
| publishDate |
2015 |
| dc.date.none.fl_str_mv |
2015 2024-12-06T13:58:23Z |
| dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| status_str |
publishedVersion |
| dc.identifier.uri.fl_str_mv |
0307-904X 10.1016/j.apm.2014.09.036 https://repositorio.udesc.br/handle/UDESC/8092 |
| identifier_str_mv |
0307-904X 10.1016/j.apm.2014.09.036 |
| url |
https://repositorio.udesc.br/handle/UDESC/8092 |
| dc.language.iso.fl_str_mv |
eng |
| language |
eng |
| dc.relation.none.fl_str_mv |
Applied Mathematical Modelling 39 5-6 |
| dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
| eu_rights_str_mv |
openAccess |
| dc.format.none.fl_str_mv |
p. 1725 - 1739 |
| dc.source.none.fl_str_mv |
reponame:Repositório Institucional da Udesc instname:Universidade do Estado de Santa Catarina (UDESC) instacron:UDESC |
| instname_str |
Universidade do Estado de Santa Catarina (UDESC) |
| instacron_str |
UDESC |
| institution |
UDESC |
| reponame_str |
Repositório Institucional da Udesc |
| collection |
Repositório Institucional da Udesc |
| repository.name.fl_str_mv |
Repositório Institucional da Udesc - Universidade do Estado de Santa Catarina (UDESC) |
| repository.mail.fl_str_mv |
ri@udesc.br |
| _version_ |
1854121011984728064 |