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Artigo de periodico
Phase-field fracture analysis: a gradient-based line search strategy for the L-BFGS algorithm (2025)
Ramos, Caio S. ; Duarte, Carlos Armando ; Shauer, Nathan ; Proenca, Sérgio Persival Baroncini
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: FRATURA DAS ESTRUTURAS, ALGORITMOS NUMÉRICOS
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ABNT
RAMOS, Caio S. et al. Phase-field fracture analysis: a gradient-based line search strategy for the L-BFGS algorithm. Computer Methods in Applied Mechanics and Engineering, v. 445, p. 1-28, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.cma.2025.118170. Acesso em: 11 nov. 2025.
APA
Ramos, C. S., Duarte, C. A., Shauer, N., & Proenca, S. P. B. (2025). Phase-field fracture analysis: a gradient-based line search strategy for the L-BFGS algorithm. Computer Methods in Applied Mechanics and Engineering, 445, 1-28. doi:10.1016/j.cma.2025.118170
NLM
Ramos CS, Duarte CA, Shauer N, Proenca SPB. Phase-field fracture analysis: a gradient-based line search strategy for the L-BFGS algorithm [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 445 1-28.[citado 2025 nov. 11 ] Available from: http://dx.doi.org/10.1016/j.cma.2025.118170
Vancouver
Ramos CS, Duarte CA, Shauer N, Proenca SPB. Phase-field fracture analysis: a gradient-based line search strategy for the L-BFGS algorithm [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 445 1-28.[citado 2025 nov. 11 ] Available from: http://dx.doi.org/10.1016/j.cma.2025.118170
Artigo de periodico
Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions (2025)
Bomfim, Danilo Silva; Coda, Humberto Breves ; Paccola, Rodrigo Ribeiro
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, ESTRUTURAS DE CONCRETO, FRATURA DAS ESTRUTURAS, ESTRUTURAS
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ABNT
BOMFIM, Danilo Silva e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, v. 436, p. 1-22, 2025Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.117716. Acesso em: 11 nov. 2025.
APA
Bomfim, D. S., Coda, H. B., & Paccola, R. R. (2025). Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, 436, 1-22. doi:10.1016/j.cma.2024.117716
NLM
Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
Vancouver
Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
Artigo de periodico
An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics (2024)
Rocha, Matheus; Trevelyan, John; Leonel, Edson Denner
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
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ABNT
ROCHA, Matheus e TREVELYAN, John e LEONEL, Edson Denner. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 423, p. 1-33, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.116872. Acesso em: 11 nov. 2025.
APA
Rocha, M., Trevelyan, J., & Leonel, E. D. (2024). An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 423, 1-33. doi:10.1016/j.cma.2024.116872
NLM
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
Vancouver
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
Artigo de periodico
A particle-position-based finite element formulation for free-surface flows with topological changes (2024)
Avancini, Giovane; Franci, Alessandro; Idelsohn, Sergio; Sanches, Rodolfo André Kuche
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESCOAMENTO, MECÂNICA DOS FLUÍDOS, ESTRUTURAS
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ABNT
AVANCINI, Giovane et al. A particle-position-based finite element formulation for free-surface flows with topological changes. Computer Methods in Applied Mechanics and Engineering, v. 429, p. 1-26, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.117118. Acesso em: 11 nov. 2025.
APA
Avancini, G., Franci, A., Idelsohn, S., & Sanches, R. A. K. (2024). A particle-position-based finite element formulation for free-surface flows with topological changes. Computer Methods in Applied Mechanics and Engineering, 429, 1-26. doi:10.1016/j.cma.2024.117118
NLM
Avancini G, Franci A, Idelsohn S, Sanches RAK. A particle-position-based finite element formulation for free-surface flows with topological changes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 429 1-26.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118
Vancouver
Avancini G, Franci A, Idelsohn S, Sanches RAK. A particle-position-based finite element formulation for free-surface flows with topological changes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 429 1-26.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118
Artigo de periodico
Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics (2022)
Bento, Murilo Eduardo Casteroba; Proença, Sérgio Persival Baroncini ; Duarte, C. A.
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ROBUSTEZ, ESTRUTURAS
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ABNT
BENTO, Murilo Eduardo Casteroba e PROENÇA, Sérgio Persival Baroncini e DUARTE, C. A. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 394, p. 1-24, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.114917. Acesso em: 11 nov. 2025.
APA
Bento, M. E. C., Proença, S. P. B., & Duarte, C. A. (2022). Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 394, 1-24. doi:10.1016/j.cma.2022.114917
NLM
Bento MEC, Proença SPB, Duarte CA. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 394 1-24.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
Vancouver
Bento MEC, Proença SPB, Duarte CA. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 394 1-24.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
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
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: 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: 11 nov. 2025.
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 2025 nov. 11 ] 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 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Artigo de periodico
A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations (2021)
Fernandes, Jeferson Wilian Dossa; Sanches, Rodolfo André Kuche ; Barbarulo, Andrea
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: DINÂMICA DOS FLUÍDOS COMPUTACIONAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
FERNANDES, Jeferson Wilian Dossa e SANCHES, Rodolfo André Kuche e BARBARULO, Andrea. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations. Computer Methods in Applied Mechanics and Engineering, v. 386, p. 1-22, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2021.114102. Acesso em: 11 nov. 2025.
APA
Fernandes, J. W. D., Sanches, R. A. K., & Barbarulo, A. (2021). A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations. Computer Methods in Applied Mechanics and Engineering, 386, 1-22. doi:10.1016/j.cma.2021.114102
NLM
Fernandes JWD, Sanches RAK, Barbarulo A. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 386 1-22.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
Vancouver
Fernandes JWD, Sanches RAK, Barbarulo A. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 386 1-22.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
Artigo de periodico
A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework (2020)
Fernandes, Jeferson Wilian Dossa; Barbarulo, Andrea; Dhia, Hachmi Ben; Sanches, Rodolfo André Kuche
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: DINÂMICA DOS FLUÍDOS COMPUTACIONAL, MÉTODO DOS ELEMENTOS FINITOS, MÉTODOS DE DECOMPOSIÇÃO, ESTRUTURAS
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ABNT
FERNANDES, Jeferson Wilian Dossa et al. A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework. Computer Methods in Applied Mechanics and Engineering, v. 370, p. 1-30, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2020.113073. Acesso em: 11 nov. 2025.
APA
Fernandes, J. W. D., Barbarulo, A., Dhia, H. B., & Sanches, R. A. K. (2020). A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework. Computer Methods in Applied Mechanics and Engineering, 370, 1-30. doi:10.1016/j.cma.2020.113073
NLM
Fernandes JWD, Barbarulo A, Dhia HB, Sanches RAK. A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 370 1-30.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.113073
Vancouver
Fernandes JWD, Barbarulo A, Dhia HB, Sanches RAK. A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 370 1-30.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.113073
Artigo de periodico
Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity (2020)
Silva, Gustavo Assis da; Beck, André Teófilo ; Sigmund, Ole
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: TOPOLOGIA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, v. 365, p. 1-31, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2020.112972. Acesso em: 11 nov. 2025.
APA
Silva, G. A. da, Beck, A. T., & Sigmund, O. (2020). Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, 365, 1-31. doi:10.1016/j.cma.2020.112972
NLM
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.112972
Vancouver
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.112972
Artigo de periodico
Stress-constrained topology optimization considering uniform manufacturing uncertainties (2019)
Silva, Gustavo Assis da; Beck, André Teófilo ; Sigmund, Ole
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS
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ABNT
SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, v. 344, p. 512-537, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2018.10.020. Acesso em: 11 nov. 2025.
APA
Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, 344, 512-537. doi:10.1016/j.cma.2018.10.020
NLM
Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2018.10.020
Vancouver
Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2018.10.020
Artigo de periodico
Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness (2019)
Silva, Gustavo Assis da; Beck, André Teófilo ; Sigmund, Ole
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: TOPOLOGIA, ROBUSTEZ, TENSÃO ESTRUTURAL, ESTRUTURAS
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ABNT
SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, v. 354, p. 397-421, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2019.05.046. Acesso em: 11 nov. 2025.
APA
Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, 354, 397-421. doi:10.1016/j.cma.2019.05.046
NLM
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
Vancouver
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
Artigo de periodico
Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction (2013)
Sanches, Rodolfo André Kuche ; Coda, Humberto Breves
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
SANCHES, Rodolfo André Kuche e CODA, Humberto Breves. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction. Computer Methods in Applied Mechanics and Engineering, v. 259, p. 177-196, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2013.02.016. Acesso em: 11 nov. 2025.
APA
Sanches, R. A. K., & Coda, H. B. (2013). Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction. Computer Methods in Applied Mechanics and Engineering, 259, 177-196. doi:10.1016/j.cma.2013.02.016
NLM
Sanches RAK, Coda HB. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction [Internet]. Computer Methods in Applied Mechanics and Engineering. 2013 ; 259 177-196.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2013.02.016
Vancouver
Sanches RAK, Coda HB. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction [Internet]. Computer Methods in Applied Mechanics and Engineering. 2013 ; 259 177-196.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2013.02.016
Artigo de periodico
Consolidation of elastic-plastic saturated porous media by the boundary element method (2008)
Benallal, Ahmed; Botta, Alexandre Sampaio; Venturini, Wilson Sérgio
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS DE CONTORNO, PLASTICIDADE DAS ESTRUTURAS
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ABNT
BENALLAL, Ahmed e BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio. Consolidation of elastic-plastic saturated porous media by the boundary element method. Computer Methods in Applied Mechanics and Engineering, v. 197, n. 51-52, p. 4626-4644, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2008.06.003. Acesso em: 11 nov. 2025.
APA
Benallal, A., Botta, A. S., & Venturini, W. S. (2008). Consolidation of elastic-plastic saturated porous media by the boundary element method. Computer Methods in Applied Mechanics and Engineering, 197( 51-52), 4626-4644. doi:10.1016/j.cma.2008.06.003
NLM
Benallal A, Botta AS, Venturini WS. Consolidation of elastic-plastic saturated porous media by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2008 ; 197( 51-52): 4626-4644.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2008.06.003
Vancouver
Benallal A, Botta AS, Venturini WS. Consolidation of elastic-plastic saturated porous media by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2008 ; 197( 51-52): 4626-4644.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2008.06.003
Artigo de periodico
On the description of localization and failure phenomena by the boundary element method (2006)
Benallal, Ahmed; Botta, Alexandre Sampaio; Venturini, Wilson Sérgio
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO
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ABNT
BENALLAL, Ahmed e BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio. On the description of localization and failure phenomena by the boundary element method. Computer Methods in Applied Mechanics and Engineering, v. 195, n. 44-47, p. Se 2006, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2005.08.025. Acesso em: 11 nov. 2025.
APA
Benallal, A., Botta, A. S., & Venturini, W. S. (2006). On the description of localization and failure phenomena by the boundary element method. Computer Methods in Applied Mechanics and Engineering, 195( 44-47), Se 2006. doi:10.1016/j.cma.2005.08.025
NLM
Benallal A, Botta AS, Venturini WS. On the description of localization and failure phenomena by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2006 ; 195( 44-47): Se 2006.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2005.08.025
Vancouver
Benallal A, Botta AS, Venturini WS. On the description of localization and failure phenomena by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2006 ; 195( 44-47): Se 2006.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2005.08.025
Artigo de periodico
An investigation of the use of three selection-based genetic algorithm families when minimizing the production cost of hollow core slabs (2005)
Castilho, Vanessa Cristina de; Nicoletti, Maria do Carmo; El Debs, Mounir Khalil
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: ALGORITMOS GENÉTICOS, ESTRUTURAS
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ABNT
CASTILHO, Vanessa Cristina de e NICOLETTI, Maria do Carmo e EL DEBS, Mounir Khalil. An investigation of the use of three selection-based genetic algorithm families when minimizing the production cost of hollow core slabs. Computer Methods in Applied Mechanics and Engineering, v. No 2005, n. 45-47, p. 4651-4667, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2004.12.008. Acesso em: 11 nov. 2025.
APA
Castilho, V. C. de, Nicoletti, M. do C., & El Debs, M. K. (2005). An investigation of the use of three selection-based genetic algorithm families when minimizing the production cost of hollow core slabs. Computer Methods in Applied Mechanics and Engineering, No 2005( 45-47), 4651-4667. doi:10.1016/j.cma.2004.12.008
NLM
Castilho VC de, Nicoletti M do C, El Debs MK. An investigation of the use of three selection-based genetic algorithm families when minimizing the production cost of hollow core slabs [Internet]. Computer Methods in Applied Mechanics and Engineering. 2005 ; No 2005( 45-47): 4651-4667.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.12.008
Vancouver
Castilho VC de, Nicoletti M do C, El Debs MK. An investigation of the use of three selection-based genetic algorithm families when minimizing the production cost of hollow core slabs [Internet]. Computer Methods in Applied Mechanics and Engineering. 2005 ; No 2005( 45-47): 4651-4667.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.12.008
Artigo de periodico
A simple FEM formulation for large deflection 2D frame analysis based on position description (2004)
Coda, Humberto Breves ; Greco, Marcelo
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: 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
CODA, Humberto Breves e GRECO, Marcelo. A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, v. 193, n. 33-35, p. 3541-3557, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2004.01.005. Acesso em: 11 nov. 2025.
APA
Coda, H. B., & Greco, M. (2004). A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, 193( 33-35), 3541-3557. doi:10.1016/j.cma.2004.01.005
NLM
Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
Vancouver
Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
Artigo de periodico
New methodology for the treatment of two dimensional viscoelastic coupling problems (2003)
Mesquita, Arthur Dias; Coda, Humberto Breves
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MESQUITA, Arthur Dias e CODA, Humberto Breves. New methodology for the treatment of two dimensional viscoelastic coupling problems. Computer Methods in Applied Mechanics and Engineering, v. 192, n. 16-18, p. 1911-1927, 2003Tradução . . Disponível em: https://doi.org/10.1016/S0045-7825(02)00598-4. Acesso em: 11 nov. 2025.
APA
Mesquita, A. D., & Coda, H. B. (2003). New methodology for the treatment of two dimensional viscoelastic coupling problems. Computer Methods in Applied Mechanics and Engineering, 192( 16-18), 1911-1927. doi:10.1016/S0045-7825(02)00598-4
NLM
Mesquita AD, Coda HB. New methodology for the treatment of two dimensional viscoelastic coupling problems [Internet]. Computer Methods in Applied Mechanics and Engineering. 2003 ; 192( 16-18): 1911-1927.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/S0045-7825(02)00598-4
Vancouver
Mesquita AD, Coda HB. New methodology for the treatment of two dimensional viscoelastic coupling problems [Internet]. Computer Methods in Applied Mechanics and Engineering. 2003 ; 192( 16-18): 1911-1927.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/S0045-7825(02)00598-4

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