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Artigo de periodico
A simple geometrically exact finite element for thin shells: part 1: statics (2023)
Sanchez, Matheus Lucci ; Pimenta, Paulo de Mattos ; Ibrahimbegovic, Adnan
Source: Computational Mechanics. Unidade: EP
Assunto: MÉTODO DOS ELEMENTOS FINITOS
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ABNT
SANCHEZ, Matheus Lucci e PIMENTA, Paulo de Mattos e IBRAHIMBEGOVIC, Adnan. A simple geometrically exact finite element for thin shells: part 1: statics. Computational Mechanics, v. 72, n. 6, p. 1119–1139, 2023Tradução . . Disponível em: https://doi.org/10.1007/s00466-023-02339-2. Acesso em: 31 out. 2024.
APA
Sanchez, M. L., Pimenta, P. de M., & Ibrahimbegovic, A. (2023). A simple geometrically exact finite element for thin shells: part 1: statics. Computational Mechanics, 72( 6), 1119–1139. doi:10.1007/s00466-023-02339-2
NLM
Sanchez ML, Pimenta P de M, Ibrahimbegovic A. A simple geometrically exact finite element for thin shells: part 1: statics [Internet]. Computational Mechanics. 2023 ; 72( 6): 1119–1139.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-023-02339-2
Vancouver
Sanchez ML, Pimenta P de M, Ibrahimbegovic A. A simple geometrically exact finite element for thin shells: part 1: statics [Internet]. Computational Mechanics. 2023 ; 72( 6): 1119–1139.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-023-02339-2
Artigo de periodico
A damage phase-field model for fractional viscoelastic materials in finite strain (2022)
Costa-Haveroth, Thais Clara ; Haveroth, Geovane Augusto ; Bittencourt, Marco Lúcio ; Boldrini, Jose Luiz
Source: Computational Mechanics. Unidade: ICMC
Subjects: MECÂNICA DOS FLUÍDOS COMPUTACIONAL, EQUAÇÕES DIFERENCIAIS, MÉTODOS NUMÉRICOS
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ABNT
COSTA-HAVEROTH, Thais Clara et al. A damage phase-field model for fractional viscoelastic materials in finite strain. Computational Mechanics, v. 69, n. 6, p. 1365-1393, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00466-022-02145-2. Acesso em: 31 out. 2024.
APA
Costa-Haveroth, T. C., Haveroth, G. A., Bittencourt, M. L., & Boldrini, J. L. (2022). A damage phase-field model for fractional viscoelastic materials in finite strain. Computational Mechanics, 69( 6), 1365-1393. doi:10.1007/s00466-022-02145-2
NLM
Costa-Haveroth TC, Haveroth GA, Bittencourt ML, Boldrini JL. A damage phase-field model for fractional viscoelastic materials in finite strain [Internet]. Computational Mechanics. 2022 ; 69( 6): 1365-1393.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-022-02145-2
Vancouver
Costa-Haveroth TC, Haveroth GA, Bittencourt ML, Boldrini JL. A damage phase-field model for fractional viscoelastic materials in finite strain [Internet]. Computational Mechanics. 2022 ; 69( 6): 1365-1393.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-022-02145-2
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
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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: 31 out. 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 out. 31 ] 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 out. 31 ] Available from: https://doi.org/10.1007/s00466-021-02092-4
Artigo de periodico
A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion (2021)
Tonon, Patricia; Sanches, Rodolfo André Kuche; Takizawa, Kenji; Tezduyar, Tayfun E
Source: Computational Mechanics. Unidade: EESC
Subjects: ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS
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ABNT
TONON, Patricia et al. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion. Computational Mechanics, v. 67, p. 413-434, 2021Tradução . . Disponível em: https://doi.org/10.1007/s00466-020-01941-y. Acesso em: 31 out. 2024.
APA
Tonon, P., Sanches, R. A. K., Takizawa, K., & Tezduyar, T. E. (2021). A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion. Computational Mechanics, 67, 413-434. doi:10.1007/s00466-020-01941-y
NLM
Tonon P, Sanches RAK, Takizawa K, Tezduyar TE. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion [Internet]. Computational Mechanics. 2021 ; 67 413-434.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-020-01941-y
Vancouver
Tonon P, Sanches RAK, Takizawa K, Tezduyar TE. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion [Internet]. Computational Mechanics. 2021 ; 67 413-434.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-020-01941-y
Artigo de periodico
High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces (2019)
Dias, Allan Patrick Cordeiro; Proença, Sérgio Persival Baroncini ; Bittencourt, Marco Lúcio
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS
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ABNT
DIAS, Allan Patrick Cordeiro e PROENÇA, Sérgio Persival Baroncini e BITTENCOURT, Marco Lúcio. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces. Computational Mechanics, v. 64, n. 1, p. 88-112, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-018-1658-6. Acesso em: 31 out. 2024.
APA
Dias, A. P. C., Proença, S. P. B., & Bittencourt, M. L. (2019). High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces. Computational Mechanics, 64( 1), 88-112. doi:10.1007/s00466-018-1658-6
NLM
Dias APC, Proença SPB, Bittencourt ML. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces [Internet]. Computational Mechanics. 2019 ; 64( 1): 88-112.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-018-1658-6
Vancouver
Dias APC, Proença SPB, Bittencourt ML. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces [Internet]. Computational Mechanics. 2019 ; 64( 1): 88-112.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-018-1658-6
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
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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: 31 out. 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 out. 31 ] 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 out. 31 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
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
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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: 31 out. 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 out. 31 ] 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 out. 31 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
Artigo de periodico
An a-posteriori error estimator for linear elastic fracture mechanics using the stable generalized/extended finite element method (2015)
Lins, Rafael Marques; Ferreira, Manoel Dênis Costa; Proença, Sérgio Persival Baroncini; Duarte, Carlos Armando Magalhães
Source: Computational Mechanics. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, MECÂNICA DA FRATURA
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ABNT
LINS, Rafael Marques et al. An a-posteriori error estimator for linear elastic fracture mechanics using the stable generalized/extended finite element method. Computational Mechanics, v. 56, n. 6, p. 947-965, 2015Tradução . . Disponível em: https://doi.org/10.1007/s00466-015-1212-8. Acesso em: 31 out. 2024.
APA
Lins, R. M., Ferreira, M. D. C., Proença, S. P. B., & Duarte, C. A. M. (2015). An a-posteriori error estimator for linear elastic fracture mechanics using the stable generalized/extended finite element method. Computational Mechanics, 56( 6), 947-965. doi:10.1007/s00466-015-1212-8
NLM
Lins RM, Ferreira MDC, Proença SPB, Duarte CAM. An a-posteriori error estimator for linear elastic fracture mechanics using the stable generalized/extended finite element method [Internet]. Computational Mechanics. 2015 ; 56( 6): 947-965.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-015-1212-8
Vancouver
Lins RM, Ferreira MDC, Proença SPB, Duarte CAM. An a-posteriori error estimator for linear elastic fracture mechanics using the stable generalized/extended finite element method [Internet]. Computational Mechanics. 2015 ; 56( 6): 947-965.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-015-1212-8
Artigo de periodico
Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact (2014)
Gay Neto, Alfredo ; Martins, Clóvis de Arruda ; Pimenta, Paulo de Mattos
Source: Computational Mechanics. Unidade: EP
Subjects: CABOS DE AMARRAÇÃO, TUBOS FLEXÍVEIS, MÉTODO DOS ELEMENTOS FINITOS, ESTATÍSTICA (ANÁLISE)
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GAY NETO, Alfredo e MARTINS, Clóvis de Arruda e PIMENTA, Paulo de Mattos. Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact. Computational Mechanics, v. 53, p. 125-145, 2014Tradução . . Disponível em: http://link.springer.com/article/10.1007/s00466-013-0897-9#page-1. Acesso em: 31 out. 2024.
APA
Gay Neto, A., Martins, C. de A., & Pimenta, P. de M. (2014). Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact. Computational Mechanics, 53, 125-145. doi:10.1007/s00466-013-0897-9
NLM
Gay Neto A, Martins C de A, Pimenta P de M. Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact [Internet]. Computational Mechanics. 2014 ; 53 125-145.[citado 2024 out. 31 ] Available from: http://link.springer.com/article/10.1007/s00466-013-0897-9#page-1
Vancouver
Gay Neto A, Martins C de A, Pimenta P de M. Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact [Internet]. Computational Mechanics. 2014 ; 53 125-145.[citado 2024 out. 31 ] Available from: http://link.springer.com/article/10.1007/s00466-013-0897-9#page-1
Artigo de periodico
Towards the stabilization of the low density elements in topology optimization with large deformation (2013)
Lahuerta, Ricardo Doll; Simões, Eduardo Tenório; Campello, Eduardo de Morais Barreto ; Pimenta, Paulo de Mattos ; Silva, Emílio Carlos Nelli
Source: Computational Mechanics. Unidade: EP
Subjects: MÉTODOS TOPOLÓGICOS (OTIMIZAÇÃO), PLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
LAHUERTA, Ricardo Doll et al. Towards the stabilization of the low density elements in topology optimization with large deformation. Computational Mechanics, v. 52, n. 4, p. 779-797, 2013Tradução . . Disponível em: http://www.researchgate.net/publication/236213631_Towards_the_stabilization_of_the_low_density_elements_in_topology_optimization_with_large_deformation. Acesso em: 31 out. 2024.
APA
Lahuerta, R. D., Simões, E. T., Campello, E. de M. B., Pimenta, P. de M., & Silva, E. C. N. (2013). Towards the stabilization of the low density elements in topology optimization with large deformation. Computational Mechanics, 52( 4), 779-797. doi:10.1007/s00466-013-084-x
NLM
Lahuerta RD, Simões ET, Campello E de MB, Pimenta P de M, Silva ECN. Towards the stabilization of the low density elements in topology optimization with large deformation [Internet]. Computational Mechanics. 2013 ; 52( 4): 779-797.[citado 2024 out. 31 ] Available from: http://www.researchgate.net/publication/236213631_Towards_the_stabilization_of_the_low_density_elements_in_topology_optimization_with_large_deformation
Vancouver
Lahuerta RD, Simões ET, Campello E de MB, Pimenta P de M, Silva ECN. Towards the stabilization of the low density elements in topology optimization with large deformation [Internet]. Computational Mechanics. 2013 ; 52( 4): 779-797.[citado 2024 out. 31 ] Available from: http://www.researchgate.net/publication/236213631_Towards_the_stabilization_of_the_low_density_elements_in_topology_optimization_with_large_deformation
Artigo de periodico
A generalized finite element method with global-local enrichment functions for confined plasticity problems (2012)
Dae, Jam Kim; Duarte, Carlos A.; Proença, Sérgio Persival Baroncini
Source: Computational Mechanics. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, PLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
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DAE, Jam Kim e DUARTE, Carlos A. e PROENÇA, Sérgio Persival Baroncini. A generalized finite element method with global-local enrichment functions for confined plasticity problems. Computational Mechanics, v. No 2012, n. 5, p. 563-578, 2012Tradução . . Disponível em: https://doi.org/10.1007/s00466-012-0689-7. Acesso em: 31 out. 2024.
APA
Dae, J. K., Duarte, C. A., & Proença, S. P. B. (2012). A generalized finite element method with global-local enrichment functions for confined plasticity problems. Computational Mechanics, No 2012( 5), 563-578. doi:10.1007/s00466-012-0689-7
NLM
Dae JK, Duarte CA, Proença SPB. A generalized finite element method with global-local enrichment functions for confined plasticity problems [Internet]. Computational Mechanics. 2012 ; No 2012( 5): 563-578.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-012-0689-7
Vancouver
Dae JK, Duarte CA, Proença SPB. A generalized finite element method with global-local enrichment functions for confined plasticity problems [Internet]. Computational Mechanics. 2012 ; No 2012( 5): 563-578.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-012-0689-7
Artigo de periodico
A boundary element formulation for analysis of elastoplastic plates with geometrical nonlinearity (2010)
Waidemam, Leandro; Venturini, Wilson Sergio
Source: Computational Mechanics. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, CHAPAS
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ABNT
WAIDEMAM, Leandro e VENTURINI, Wilson Sergio. A boundary element formulation for analysis of elastoplastic plates with geometrical nonlinearity. Computational Mechanics, v. 45, n. 4, p. 335-347, 2010Tradução . . Disponível em: https://doi.org/10.1007/s00466-009-0447-7. Acesso em: 31 out. 2024.
APA
Waidemam, L., & Venturini, W. S. (2010). A boundary element formulation for analysis of elastoplastic plates with geometrical nonlinearity. Computational Mechanics, 45( 4), 335-347. doi:10.1007/s00466-009-0447-7
NLM
Waidemam L, Venturini WS. A boundary element formulation for analysis of elastoplastic plates with geometrical nonlinearity [Internet]. Computational Mechanics. 2010 ; 45( 4): 335-347.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-009-0447-7
Vancouver
Waidemam L, Venturini WS. A boundary element formulation for analysis of elastoplastic plates with geometrical nonlinearity [Internet]. Computational Mechanics. 2010 ; 45( 4): 335-347.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-009-0447-7
Artigo de periodico
An implicit BEM formulation to model strong discontinuities in solids (2007)
Manzoli, Osvaldo Luis ; Venturini, Wilson Sérgio
Source: Computational Mechanics. Unidades: EESC, EP
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA
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ABNT
MANZOLI, Osvaldo Luis e VENTURINI, Wilson Sérgio. An implicit BEM formulation to model strong discontinuities in solids. Computational Mechanics, v. No 2007, n. 6, p. 901-909, 2007Tradução . . Disponível em: https://doi.org/10.1007/s00466-006-0149-3. Acesso em: 31 out. 2024.
APA
Manzoli, O. L., & Venturini, W. S. (2007). An implicit BEM formulation to model strong discontinuities in solids. Computational Mechanics, No 2007( 6), 901-909. doi:10.1007/s00466-006-0149-3
NLM
Manzoli OL, Venturini WS. An implicit BEM formulation to model strong discontinuities in solids [Internet]. Computational Mechanics. 2007 ; No 2007( 6): 901-909.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-006-0149-3
Vancouver
Manzoli OL, Venturini WS. An implicit BEM formulation to model strong discontinuities in solids [Internet]. Computational Mechanics. 2007 ; No 2007( 6): 901-909.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-006-0149-3
Artigo de periodico
An alternative positional FEM formulation for geometrically non-linear analysis of shells: curved triangular isoparametric elements (2007)
Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. An alternative positional FEM formulation for geometrically non-linear analysis of shells: curved triangular isoparametric elements. Computational Mechanics, v. 40, n. 1, p. 185-200, 2007Tradução . . Disponível em: http://www.springerlink.com.w10077.dotlib.com.br/content/50412788388527lu/fulltext.pdf. Acesso em: 31 out. 2024.
APA
Coda, H. B., & Paccola, R. R. (2007). An alternative positional FEM formulation for geometrically non-linear analysis of shells: curved triangular isoparametric elements. Computational Mechanics, 40( 1), 185-200. Recuperado de http://www.springerlink.com.w10077.dotlib.com.br/content/50412788388527lu/fulltext.pdf
NLM
Coda HB, Paccola RR. An alternative positional FEM formulation for geometrically non-linear analysis of shells: curved triangular isoparametric elements [Internet]. Computational Mechanics. 2007 ; 40( 1): 185-200.[citado 2024 out. 31 ] Available from: http://www.springerlink.com.w10077.dotlib.com.br/content/50412788388527lu/fulltext.pdf
Vancouver
Coda HB, Paccola RR. An alternative positional FEM formulation for geometrically non-linear analysis of shells: curved triangular isoparametric elements [Internet]. Computational Mechanics. 2007 ; 40( 1): 185-200.[citado 2024 out. 31 ] Available from: http://www.springerlink.com.w10077.dotlib.com.br/content/50412788388527lu/fulltext.pdf
Artigo de periodico
On nonlocal regularization in one dimensional finite strain elasticity and plasticity (2005)
Driemeier, Larissa ; Comi, Claudia; Proença, Sérgio Persival Baroncini
Source: Computational Mechanics. Unidades: EP, EESC
Subjects: ELASTICIDADE, ELASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ELÁSTICA, CINEMÁTICA
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ABNT
DRIEMEIER, Larissa e COMI, Claudia e PROENÇA, Sérgio Persival Baroncini. On nonlocal regularization in one dimensional finite strain elasticity and plasticity. Computational Mechanics, v. 36, n. 1, p. 34-44, 2005Tradução . . Disponível em: https://doi.org/10.1007/s00466-004-0640-7. Acesso em: 31 out. 2024.
APA
Driemeier, L., Comi, C., & Proença, S. P. B. (2005). On nonlocal regularization in one dimensional finite strain elasticity and plasticity. Computational Mechanics, 36( 1), 34-44. doi:10.1007/s00466-004-0640-7
NLM
Driemeier L, Comi C, Proença SPB. On nonlocal regularization in one dimensional finite strain elasticity and plasticity [Internet]. Computational Mechanics. 2005 ; 36( 1): 34-44.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-004-0640-7
Vancouver
Driemeier L, Comi C, Proença SPB. On nonlocal regularization in one dimensional finite strain elasticity and plasticity [Internet]. Computational Mechanics. 2005 ; 36( 1): 34-44.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-004-0640-7
Artigo de periodico
An alternative contact/impact identification algorithm for 2d structural problems (2004)
Greco, Marcelo; Coda, Humberto Breves; Venturini, Wilson Sérgio
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ALGORITMOS (IDENTIFICAÇÃO)
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ABNT
GRECO, Marcelo e CODA, Humberto Breves e VENTURINI, Wilson Sérgio. An alternative contact/impact identification algorithm for 2d structural problems. Computational Mechanics, v. 34, n. 5, p. 410-422, 2004Tradução . . Disponível em: https://doi.org/10.1007/s00466-004-0586-9. Acesso em: 31 out. 2024.
APA
Greco, M., Coda, H. B., & Venturini, W. S. (2004). An alternative contact/impact identification algorithm for 2d structural problems. Computational Mechanics, 34( 5), 410-422. doi:10.1007/s00466-004-0586-9
NLM
Greco M, Coda HB, Venturini WS. An alternative contact/impact identification algorithm for 2d structural problems [Internet]. Computational Mechanics. 2004 ; 34( 5): 410-422.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-004-0586-9
Vancouver
Greco M, Coda HB, Venturini WS. An alternative contact/impact identification algorithm for 2d structural problems [Internet]. Computational Mechanics. 2004 ; 34( 5): 410-422.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-004-0586-9
Artigo de periodico
Generalized finite element method in structural nonlinear analysis: a p-adaptive strategy (2004)
Barros, Felício Bruzzi; Proença, Sérgio Persival Baroncini; Barcellos, Clovis Sperb de
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BARROS, Felício Bruzzi e PROENÇA, Sérgio Persival Baroncini e BARCELLOS, Clovis Sperb de. Generalized finite element method in structural nonlinear analysis: a p-adaptive strategy. Computational Mechanics, v. 33, n. Ja 2004, p. 95-107, 2004Tradução . . Disponível em: https://doi.org/10.1007/s00466-003-0503-7. Acesso em: 31 out. 2024.
APA
Barros, F. B., Proença, S. P. B., & Barcellos, C. S. de. (2004). Generalized finite element method in structural nonlinear analysis: a p-adaptive strategy. Computational Mechanics, 33( Ja 2004), 95-107. doi:10.1007/s00466-003-0503-7
NLM
Barros FB, Proença SPB, Barcellos CS de. Generalized finite element method in structural nonlinear analysis: a p-adaptive strategy [Internet]. Computational Mechanics. 2004 ; 33( Ja 2004): 95-107.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-003-0503-7
Vancouver
Barros FB, Proença SPB, Barcellos CS de. Generalized finite element method in structural nonlinear analysis: a p-adaptive strategy [Internet]. Computational Mechanics. 2004 ; 33( Ja 2004): 95-107.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s00466-003-0503-7
Trabalho de evento-anais periodico
Stiffened plate bending analysis by the boundary element method (2002)
Fernandes, Gabriela Rezende; Venturini, Wilson Sérgio
Source: Computational Mechanics. Conference titles: Symposium of the International Association for Boundary Element Methods. Unidade: EESC
Subjects: ANÁLISE NUMÉRICA, MÉTODO DOS ELEMENTOS FINITOS, PLACAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERNANDES, Gabriela Rezende e VENTURINI, Wilson Sérgio. Stiffened plate bending analysis by the boundary element method. Computational Mechanics. Belfast: Escola de Engenharia de São Carlos, Universidade de São Paulo. . Acesso em: 31 out. 2024. , 2002
APA
Fernandes, G. R., & Venturini, W. S. (2002). Stiffened plate bending analysis by the boundary element method. Computational Mechanics. Belfast: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Fernandes GR, Venturini WS. Stiffened plate bending analysis by the boundary element method. Computational Mechanics. 2002 ; 28( 3-4): 275-281.[citado 2024 out. 31 ]
Vancouver
Fernandes GR, Venturini WS. Stiffened plate bending analysis by the boundary element method. Computational Mechanics. 2002 ; 28( 3-4): 275-281.[citado 2024 out. 31 ]
Artigo de periodico
Boundary element analysis of zoned plates in bending (2000)
Paiva, João Batista de; Aliabadi, Mohammad Hossien
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PAIVA, João Batista de e ALIABADI, Mohammad Hossien. Boundary element analysis of zoned plates in bending. Computational Mechanics, v. 25, n. 6, p. 560-566, 2000Tradução . . Disponível em: https://doi.org/10.1007/s004660050503. Acesso em: 31 out. 2024.
APA
Paiva, J. B. de, & Aliabadi, M. H. (2000). Boundary element analysis of zoned plates in bending. Computational Mechanics, 25( 6), 560-566. doi:10.1007/s004660050503
NLM
Paiva JB de, Aliabadi MH. Boundary element analysis of zoned plates in bending [Internet]. Computational Mechanics. 2000 ; 25( 6): 560-566.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s004660050503
Vancouver
Paiva JB de, Aliabadi MH. Boundary element analysis of zoned plates in bending [Internet]. Computational Mechanics. 2000 ; 25( 6): 560-566.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s004660050503
Artigo de periodico
Optimal design of piezoelectric microstructures (1997)
Silva, Emílio Carlos Nelli ; Fonseca, J. S. O.; Kikuchi, N.
Source: Computational Mechanics. Unidade: EP
Subjects: MÉTODOS NUMÉRICOS DE OTIMIZAÇÃO, ENGENHARIA MECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Emílio Carlos Nelli e FONSECA, J. S. O. e KIKUCHI, N. Optimal design of piezoelectric microstructures. Computational Mechanics, v. 19, n. 5, p. 397-409, 1997Tradução . . Disponível em: https://doi.org/10.1007/s004660050188. Acesso em: 31 out. 2024.
APA
Silva, E. C. N., Fonseca, J. S. O., & Kikuchi, N. (1997). Optimal design of piezoelectric microstructures. Computational Mechanics, 19( 5), 397-409. doi:10.1007/s004660050188
NLM
Silva ECN, Fonseca JSO, Kikuchi N. Optimal design of piezoelectric microstructures [Internet]. Computational Mechanics. 1997 ; 19( 5): 397-409.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s004660050188
Vancouver
Silva ECN, Fonseca JSO, Kikuchi N. Optimal design of piezoelectric microstructures [Internet]. Computational Mechanics. 1997 ; 19( 5): 397-409.[citado 2024 out. 31 ] Available from: https://doi.org/10.1007/s004660050188

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