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Artigo de periodico
Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity (2024)
Hayashi, Eduardo Yuiti; Coda, Humberto Breves
Source: Acta Mechanica. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, POLÍMEROS (MATERIAIS), ESTRUTURAS
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ABNT
HAYASHI, Eduardo Yuiti e CODA, Humberto Breves. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity. Acta Mechanica, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s00707-024-03914-1. Acesso em: 21 jun. 2024.
APA
Hayashi, E. Y., & Coda, H. B. (2024). Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity. Acta Mechanica, 1-21. doi:10.1007/s00707-024-03914-1
NLM
Hayashi EY, Coda HB. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity [Internet]. Acta Mechanica. 2024 ; 1-21.[citado 2024 jun. 21 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1
Vancouver
Hayashi EY, Coda HB. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity [Internet]. Acta Mechanica. 2024 ; 1-21.[citado 2024 jun. 21 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1
Artigo de periodico
A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) (2023)
Carvalho, Péricles Rafael Pavão; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: European Journal of Mechanics A : solids. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, VISCOPLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, v. 97, n. Ja 2023, p. 1-20, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.euromechsol.2022.104850. Acesso em: 21 jun. 2024.
APA
Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2023). A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, 97( Ja 2023), 1-20. doi:10.1016/j.euromechsol.2022.104850
NLM
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
Vancouver
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
Artigo de periodico
Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM (2022)
Siqueira, Tiago Morkis; Morantes Rodríguez, Edwin Alexander; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ELEMENTOS ESTRUTURAIS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SIQUEIRA, Tiago Morkis e MORANTES RODRÍGUEZ, Edwin Alexander e CODA, Humberto Breves. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, v. 19, n. 7, p. 1-31, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257295. Acesso em: 21 jun. 2024.
APA
Siqueira, T. M., Morantes Rodríguez, E. A., & Coda, H. B. (2022). Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, 19( 7), 1-31. doi:10.1590/1679-78257295
NLM
Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78257295
Vancouver
Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78257295
Artigo de periodico
Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics (2022)
Rosa, Rosicley Júnio Rodrigues; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
ROSA, Rosicley Júnio Rodrigues e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 392, p. 1-28, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.114622. Acesso em: 21 jun. 2024.
APA
Rosa, R. J. R., Coda, H. B., & Sanches, R. A. K. (2022). Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 392, 1-28. doi:10.1016/j.cma.2022.114622
NLM
Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Vancouver
Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Artigo de periodico
Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids (2022)
Kishino, Renato Takeo; Kishino, Vitor Hiroshi; Sanches, Rodolfo André Kuche ; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
KISHINO, Renato Takeo et al. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, v. 19, n. 4, p. 1-37, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257010. Acesso em: 21 jun. 2024.
APA
Kishino, R. T., Kishino, V. H., Sanches, R. A. K., & Coda, H. B. (2022). Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, 19( 4), 1-37. doi:10.1590/1679-78257010
NLM
Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78257010
Vancouver
Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78257010
Artigo de periodico
A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses (2022)
Coda, Humberto Breves ; Bernardo, Caio César La-Cava Gonçalves; Paccola, Rodrigo Ribeiro
Source: Composite Structures. Unidade: EESC
Subjects: VIGAS, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, TENSÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e BERNARDO, Caio César La-Cava Gonçalves e PACCOLA, Rodrigo Ribeiro. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, v. 292, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2022.115606. Acesso em: 21 jun. 2024.
APA
Coda, H. B., Bernardo, C. C. L. -C. G., & Paccola, R. R. (2022). A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, 292, 1-17. doi:10.1016/j.compstruct.2022.115606
NLM
Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
Vancouver
Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
Artigo de periodico
Alternative multiscale material and structures modeling by the finite-element method (2022)
Coda, Humberto Breves ; Sanches, Rodolfo André Kuche ; Paccola, Rodrigo Ribeiro
Source: Engineering with Computers. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA, ESTRUTURAS
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ABNT
CODA, Humberto Breves e SANCHES, Rodolfo André Kuche e PACCOLA, Rodrigo Ribeiro. Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, v. 38, p. S311-S329, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00366-020-01148-y. Acesso em: 21 jun. 2024.
APA
Coda, H. B., Sanches, R. A. K., & Paccola, R. R. (2022). Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, 38, S311-S329. doi:10.1007/s00366-020-01148-y
NLM
Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00366-020-01148-y
Vancouver
Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00366-020-01148-y
Artigo de periodico
A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach (2021)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAREDES, ESTRUTURAS
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ABNT
SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, v. 18, n. 2, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256253. Acesso em: 21 jun. 2024.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, 18( 2), 1-24. doi:10.1590/1679-78256253
NLM
Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78256253
Vancouver
Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78256253
Artigo de periodico
An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation (2021)
Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: PAINÉIS SANDWICH, ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, v. 18, n. 6, p. 1-26, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256568. Acesso em: 21 jun. 2024.
APA
Coda, H. B. (2021). An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, 18( 6), 1-26. doi:10.1590/1679-78256568
NLM
Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78256568
Vancouver
Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78256568
Artigo de periodico
A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications (2021)
Coda, Humberto Breves
Source: Computational Mechanics. Unidade: EESC
Subjects: PLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, p. [1-22], 2021Tradução . . Disponível em: https://doi.org/10.1007/s00466-021-02092-4. Acesso em: 21 jun. 2024.
APA
Coda, H. B. (2021). A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, [1-22]. doi:10.1007/s00466-021-02092-4
NLM
Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00466-021-02092-4
Vancouver
Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00466-021-02092-4
Artigo de periodico
A box element to model semi-rigid connections in shell-based thin-walled structures analysis (2021)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Engineering Structures. Unidade: EESC
Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
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ABNT
SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, v. 246, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113075. Acesso em: 21 jun. 2024.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, 246, 1-17. doi:10.1016/j.engstruct.2021.113075
NLM
Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
Vancouver
Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
Artigo de periodico
Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element (2020)
Carrazedo, Rogério ; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves ; Salomão, Rafael
Source: Composite Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAINÉIS SANDWICH, ESTRUTURAS
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ABNT
CARRAZEDO, Rogério et al. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, v. 244, p. 1-16, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112254. Acesso em: 21 jun. 2024.
APA
Carrazedo, R., Paccola, R. R., Coda, H. B., & Salomão, R. (2020). Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, 244, 1-16. doi:10.1016/j.compstruct.2020.112254
NLM
Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
Vancouver
Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
Artigo de periodico
Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges (2020)
Coda, Humberto Breves ; Silva, Adriana Patrícia de Oliveira; Paccola, Rodrigo Ribeiro
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, TERREMOTOS, PONTES PÊNSEIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e SILVA, Adriana Patrícia de Oliveira e PACCOLA, Rodrigo Ribeiro. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges. Latin American Journal of Solids and Structures, v. 17, n. 3, p. 1-30, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255818. Acesso em: 21 jun. 2024.
APA
Coda, H. B., Silva, A. P. de O., & Paccola, R. R. (2020). Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges. Latin American Journal of Solids and Structures, 17( 3), 1-30. doi:10.1590/1679-78255818
NLM
Coda HB, Silva AP de O, Paccola RR. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-30.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78255818
Vancouver
Coda HB, Silva AP de O, Paccola RR. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-30.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78255818
Artigo de periodico
Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures (2020)
Kzam, Aref Kalilo Lima; Coda, Humberto Breves
Source: Engineering with Computers. Unidade: EESC
Subjects: ESTABILIDADE ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KZAM, Aref Kalilo Lima e CODA, Humberto Breves. Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures. Engineering with Computers, v. 36, p. 1627-1641, 2020Tradução . . Disponível em: https://doi.org/10.1007/s00366-019-00785-2. Acesso em: 21 jun. 2024.
APA
Kzam, A. K. L., & Coda, H. B. (2020). Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures. Engineering with Computers, 36, 1627-1641. doi:10.1007/s00366-019-00785-2
NLM
Kzam AKL, Coda HB. Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures [Internet]. Engineering with Computers. 2020 ; 36 1627-1641.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00366-019-00785-2
Vancouver
Kzam AKL, Coda HB. Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures [Internet]. Engineering with Computers. 2020 ; 36 1627-1641.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00366-019-00785-2
Artigo de periodico
Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation (2020)
Carvalho, Péricles Rafael Pavão; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PLASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 42, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1007/s40430-020-02344-z. Acesso em: 21 jun. 2024.
APA
Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2020). Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 42, 1-17. doi:10.1007/s40430-020-02344-z
NLM
Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s40430-020-02344-z
Vancouver
Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s40430-020-02344-z
Artigo de periodico
ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element (2019)
Fernandes, Jeferson Willian Dossa; Coda, Humberto Breves; Sanches, Rodolfo André Kuche
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO ESTRUTURAL, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERNANDES, Jeferson Willian Dossa e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, v. 63, n. 3, p. 555-569, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-018-1609-2. Acesso em: 21 jun. 2024.
APA
Fernandes, J. W. D., Coda, H. B., & Sanches, R. A. K. (2019). ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, 63( 3), 555-569. doi:10.1007/s00466-018-1609-2
NLM
Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
Vancouver
Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
Artigo de periodico
Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis (2019)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro; Coda, Humberto Breves
Source: Thin-Walled Structures. Unidade: EESC
Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, v. 136, p. 246-257, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.12.016. Acesso em: 21 jun. 2024.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2019). Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, 136, 246-257. doi:10.1016/j.tws.2018.12.016
NLM
Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
Vancouver
Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
Artigo de periodico
Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation (2019)
Siqueira, Tiago Morkis; Coda, Humberto Breves
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, JUNTAS ESTRUTURAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, v. 64, p. 1517–1535, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-019-01732-0. Acesso em: 21 jun. 2024.
APA
Siqueira, T. M., & Coda, H. B. (2019). Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, 64, 1517–1535. doi:10.1007/s00466-019-01732-0
NLM
Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
Vancouver
Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
Artigo de periodico
The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics (2018)
García Sánchez, Jesus Antonio; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ORTODONTIA, BIOMECÂNICA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GARCÍA SÁNCHEZ, Jesus Antonio e CODA, Humberto Breves. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, v. 15, n. 5, p. 1-18, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254373. Acesso em: 21 jun. 2024.
APA
García Sánchez, J. A., & Coda, H. B. (2018). The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, 15( 5), 1-18. doi:10.1590/1679-78254373
NLM
García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78254373
Vancouver
García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1590/1679-78254373
Artigo de periodico
Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames (2018)
Basaglia, Cilmar; Camotim, Dinar; Coda, Humberto Breves
Source: Thin-Walled Structures. Unidade: EESC
Subjects: ESTRUTURAS DE AÇO, PAREDES, MÉTODO DOS ELEMENTOS FINITOS, VIBRAÇÕES, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BASAGLIA, Cilmar e CAMOTIM, Dinar e CODA, Humberto Breves. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, v. 127, p. 259-274, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.01.038. Acesso em: 21 jun. 2024.
APA
Basaglia, C., Camotim, D., & Coda, H. B. (2018). Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, 127, 259-274. doi:10.1016/j.tws.2018.01.038
NLM
Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038
Vancouver
Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038

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