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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: 03 out. 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 out. 03 ] 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 out. 03 ] Available from: https://doi.org/10.1590/1679-78257010
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: 03 out. 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 out. 03 ] 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 out. 03 ] Available from: https://doi.org/10.1590/1679-78256253
Trabalho de evento
Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate (2021)
Vieira, Welington Hilário; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf. Acesso em: 03 out. 2024.
APA
Vieira, W. H., Paccola, R. R., & Coda, H. B. (2021). Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
NLM
Vieira WH, Paccola RR, Coda HB. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
Vancouver
Vieira WH, Paccola RR, Coda HB. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
Trabalho de evento
The influence of time integrator on contact/impact problems using the positional finite element method (2021)
Moreira, Darcy Hannah Falcão Rangel; Carvalho, Péricles Rafael Pavão; Sanches, Rodolfo André Kuche
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
MOREIRA, Darcy Hannah Falcão Rangel e CARVALHO, Péricles Rafael Pavão e SANCHES, Rodolfo André Kuche. The influence of time integrator on contact/impact problems using the positional finite element method. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf. Acesso em: 03 out. 2024.
APA
Moreira, D. H. F. R., Carvalho, P. R. P., & Sanches, R. A. K. (2021). The influence of time integrator on contact/impact problems using the positional finite element method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf
NLM
Moreira DHFR, Carvalho PRP, Sanches RAK. The influence of time integrator on contact/impact problems using the positional finite element method [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf
Vancouver
Moreira DHFR, Carvalho PRP, Sanches RAK. The influence of time integrator on contact/impact problems using the positional finite element method [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf
Trabalho de evento
Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review (2021)
Diniz, Anne Caroline Monteiro; Malite, Maximiliano
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS, FLAMBAGEM, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DINIZ, Anne Caroline Monteiro e MALITE, Maximiliano. Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf. Acesso em: 03 out. 2024.
APA
Diniz, A. C. M., & Malite, M. (2021). Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
NLM
Diniz ACM, Malite M. Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
Vancouver
Diniz ACM, Malite M. Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
Trabalho de evento
A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method (2021)
Souza, Bruno Rammon Silva; Bento, Murilo Henrique Campana; Proença, Sérgio Persival Baroncini
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUZA, Bruno Rammon Silva e BENTO, Murilo Henrique Campana e PROENÇA, Sérgio Persival Baroncini. A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf. Acesso em: 03 out. 2024.
APA
Souza, B. R. S., Bento, M. H. C., & Proença, S. P. B. (2021). A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
NLM
Souza BRS, Bento MHC, Proença SPB. A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
Vancouver
Souza BRS, Bento MHC, Proença SPB. A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
Trabalho de evento
Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models (2021)
Vieira, Welington Hilário; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO, DANO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf. Acesso em: 03 out. 2024.
APA
Vieira, W. H., Paccola, R. R., & Coda, H. B. (2021). Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf
NLM
Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf
Vancouver
Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf
Trabalho de evento
A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids (2021)
Rosa, Rosicley Júnio Rodrigues; Sanches, Rodolfo André Kuche
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROSA, Rosicley Júnio Rodrigues e SANCHES, Rodolfo André Kuche. A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf. Acesso em: 03 out. 2024.
APA
Rosa, R. J. R., & Sanches, R. A. K. (2021). A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
NLM
Rosa RJR, Sanches RAK. A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
Vancouver
Rosa RJR, Sanches RAK. A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
Trabalho de evento
Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows (2021)
Avancini, Giovane; Idelsohn, Sergio Rodolfo; Sanches, Rodolfo André Kuche
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AVANCINI, Giovane e IDELSOHN, Sergio Rodolfo e SANCHES, Rodolfo André Kuche. Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf. Acesso em: 03 out. 2024.
APA
Avancini, G., Idelsohn, S. R., & Sanches, R. A. K. (2021). Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf
NLM
Avancini G, Idelsohn SR, Sanches RAK. Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf
Vancouver
Avancini G, Idelsohn SR, Sanches RAK. Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf
Trabalho de evento
Risk optimization of RC beam under column loss scenario (2021)
Beck, André Teófilo ; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: RISCO, COLUNAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e BECK, André Teófilo. Risk optimization of RC beam under column loss scenario. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf. Acesso em: 03 out. 2024.
APA
Beck, A. T., & Beck, A. T. (2021). Risk optimization of RC beam under column loss scenario. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
NLM
Beck AT, Beck AT. Risk optimization of RC beam under column loss scenario [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
Vancouver
Beck AT, Beck AT. Risk optimization of RC beam under column loss scenario [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
Artigo de periodico
Modeling particles elements in damaged reinforced concrete structures (2021)
Ramos, Éverton Souza; Carrazedo, Rogério ; Paccola, Rodrigo Ribeiro
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO, DANO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RAMOS, Éverton Souza e CARRAZEDO, Rogério e PACCOLA, Rodrigo Ribeiro. Modeling particles elements in damaged reinforced concrete structures. Latin American Journal of Solids and Structures, v. 18, n. 1, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256251. Acesso em: 03 out. 2024.
APA
Ramos, É. S., Carrazedo, R., & Paccola, R. R. (2021). Modeling particles elements in damaged reinforced concrete structures. Latin American Journal of Solids and Structures, 18( 1), 1-24. doi:10.1590/1679-78256251
NLM
Ramos ÉS, Carrazedo R, Paccola RR. Modeling particles elements in damaged reinforced concrete structures [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 1): 1-24.[citado 2024 out. 03 ] Available from: https://doi.org/10.1590/1679-78256251
Vancouver
Ramos ÉS, Carrazedo R, Paccola RR. Modeling particles elements in damaged reinforced concrete structures [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 1): 1-24.[citado 2024 out. 03 ] Available from: https://doi.org/10.1590/1679-78256251
Trabalho de evento
A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids (2021)
Carvalho, Péricles Rafael Pavão; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, VISCOPLASTICIDADE DAS ESTRUTURAS, 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. A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3e61b33c-919e-48c9-834d-8639c12168cd/arti74.pdf. Acesso em: 03 out. 2024.
APA
Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2021). A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3e61b33c-919e-48c9-834d-8639c12168cd/arti74.pdf
NLM
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/3e61b33c-919e-48c9-834d-8639c12168cd/arti74.pdf
Vancouver
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/3e61b33c-919e-48c9-834d-8639c12168cd/arti74.pdf
Trabalho de evento
Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity (2021)
Aguiar, Adair Roberto ; Rocha, Lucas Almeida
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AGUIAR, Adair Roberto e ROCHA, Lucas Almeida. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf. Acesso em: 03 out. 2024.
APA
Aguiar, A. R., & Rocha, L. A. (2021). Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
NLM
Aguiar AR, Rocha LA. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
Vancouver
Aguiar AR, Rocha LA. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
Trabalho de evento
An isogeometric Boundary Element formulation for solids containing trimmed surfaces (2021)
Rocha, Matheus; Leonel, Edson Denner
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROCHA, Matheus e LEONEL, Edson Denner. An isogeometric Boundary Element formulation for solids containing trimmed surfaces. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf. Acesso em: 03 out. 2024.
APA
Rocha, M., & Leonel, E. D. (2021). An isogeometric Boundary Element formulation for solids containing trimmed surfaces. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf
NLM
Rocha M, Leonel ED. An isogeometric Boundary Element formulation for solids containing trimmed surfaces [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf
Vancouver
Rocha M, Leonel ED. An isogeometric Boundary Element formulation for solids containing trimmed surfaces [Internet]. Proceedings. 2021 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf
Trabalho de evento
Path-following strategy in bifurcation problems of thin-walled members by positional Finite Element Method (2020)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, 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. Path-following strategy in bifurcation problems of thin-walled members by positional Finite Element Method. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/439cb328-8787-47cc-a243-8887ad7753b1/ACFrOgD6IYPSVipAjJ71hA4QFmBTu-u0B7W2Gk4mQ_k95fc7yOspZWWA51QF1Wu0OA3JNXnjtJWhowGl0cOWG7euIiJp7clOoC-SaL7wgX1YH1u-SWXFVNQrRvQXeZEapSfj3YuX8IikZTxqOHAy.pdf. Acesso em: 03 out. 2024.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2020). Path-following strategy in bifurcation problems of thin-walled members by positional Finite Element Method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/439cb328-8787-47cc-a243-8887ad7753b1/ACFrOgD6IYPSVipAjJ71hA4QFmBTu-u0B7W2Gk4mQ_k95fc7yOspZWWA51QF1Wu0OA3JNXnjtJWhowGl0cOWG7euIiJp7clOoC-SaL7wgX1YH1u-SWXFVNQrRvQXeZEapSfj3YuX8IikZTxqOHAy.pdf
NLM
Soares HB, Paccola RR, Coda HB. Path-following strategy in bifurcation problems of thin-walled members by positional Finite Element Method [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/439cb328-8787-47cc-a243-8887ad7753b1/ACFrOgD6IYPSVipAjJ71hA4QFmBTu-u0B7W2Gk4mQ_k95fc7yOspZWWA51QF1Wu0OA3JNXnjtJWhowGl0cOWG7euIiJp7clOoC-SaL7wgX1YH1u-SWXFVNQrRvQXeZEapSfj3YuX8IikZTxqOHAy.pdf
Vancouver
Soares HB, Paccola RR, Coda HB. Path-following strategy in bifurcation problems of thin-walled members by positional Finite Element Method [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/439cb328-8787-47cc-a243-8887ad7753b1/ACFrOgD6IYPSVipAjJ71hA4QFmBTu-u0B7W2Gk4mQ_k95fc7yOspZWWA51QF1Wu0OA3JNXnjtJWhowGl0cOWG7euIiJp7clOoC-SaL7wgX1YH1u-SWXFVNQrRvQXeZEapSfj3YuX8IikZTxqOHAy.pdf
Trabalho de evento
Mechanical project of an automotive part using numerical analysis-based reverse engineering (2020)
Shirata, Hiram Yuguro; Rosa, Rosicley Júnio Rodrigues; Sanches, Rodolfo André Kuche
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ALGORITMOS GENÉTICOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SHIRATA, Hiram Yuguro e ROSA, Rosicley Júnio Rodrigues e SANCHES, Rodolfo André Kuche. Mechanical project of an automotive part using numerical analysis-based reverse engineering. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/5e158574-fac6-4dd7-b498-184918e101ce/AP7F6A%7E1.PDF. Acesso em: 03 out. 2024.
APA
Shirata, H. Y., Rosa, R. J. R., & Sanches, R. A. K. (2020). Mechanical project of an automotive part using numerical analysis-based reverse engineering. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/5e158574-fac6-4dd7-b498-184918e101ce/AP7F6A%7E1.PDF
NLM
Shirata HY, Rosa RJR, Sanches RAK. Mechanical project of an automotive part using numerical analysis-based reverse engineering [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/5e158574-fac6-4dd7-b498-184918e101ce/AP7F6A%7E1.PDF
Vancouver
Shirata HY, Rosa RJR, Sanches RAK. Mechanical project of an automotive part using numerical analysis-based reverse engineering [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/5e158574-fac6-4dd7-b498-184918e101ce/AP7F6A%7E1.PDF
Trabalho de evento
A stabilized Arlequin formulation for fluid-structure interaction analysis (2020)
Fernandes, Jeferson Wilian Dossa; Moreira, Darcy Hannah Falcão Rangel; Sanches, Rodolfo André Kuche
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERNANDES, Jeferson Wilian Dossa e MOREIRA, Darcy Hannah Falcão Rangel e SANCHES, Rodolfo André Kuche. A stabilized Arlequin formulation for fluid-structure interaction analysis. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/0031b981-51d5-461c-8118-804f74e47a70/AP0FB5%7E1.PDF. Acesso em: 03 out. 2024.
APA
Fernandes, J. W. D., Moreira, D. H. F. R., & Sanches, R. A. K. (2020). A stabilized Arlequin formulation for fluid-structure interaction analysis. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/0031b981-51d5-461c-8118-804f74e47a70/AP0FB5%7E1.PDF
NLM
Fernandes JWD, Moreira DHFR, Sanches RAK. A stabilized Arlequin formulation for fluid-structure interaction analysis [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/0031b981-51d5-461c-8118-804f74e47a70/AP0FB5%7E1.PDF
Vancouver
Fernandes JWD, Moreira DHFR, Sanches RAK. A stabilized Arlequin formulation for fluid-structure interaction analysis [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/0031b981-51d5-461c-8118-804f74e47a70/AP0FB5%7E1.PDF
Trabalho de evento
Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure (2020)
Santos, Wanderson Ferreira dos; Ferreira, Ayrton Ribeiro; Proença, Sérgio Persival Baroncini
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: METAIS, RUPTURA DOS MATERIAIS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A%7E1.PDF. Acesso em: 03 out. 2024.
APA
Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2020). Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A%7E1.PDF
NLM
Santos WF dos, Ferreira AR, Proença SPB. Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A%7E1.PDF
Vancouver
Santos WF dos, Ferreira AR, Proença SPB. Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A%7E1.PDF
Trabalho de evento
Modeling and numerical simulation of crack propagation using peridynamics (2020)
Aguiar, Adair Roberto ; Patriota, Tulio Vinicius Berbert
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: FRATURA DAS ESTRUTURAS, MÉTODOS NUMÉRICOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AGUIAR, Adair Roberto e PATRIOTA, Tulio Vinicius Berbert. Modeling and numerical simulation of crack propagation using peridynamics. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/b12d1a44-19f9-40fe-b51c-305369eae388/APznzaZhrJI25WRM2EQKG5Jf7w1otJlsiGSvis4dYzK6jfsDvolx19ct-1AojFqloVssTCPxVyE9de4AZosrxf3hgztXnehKT_ZFlSHTtk9MOfqBfJ0NBULbu9RMsNLWTLUzIP5RQCV1poPBDJsm-ysSH8DQolH7WEjHz0xQVhAD1-nyCw_BTtZZL9E-DrwDKHpklsC1kEELZL0HEFQO.pdf. Acesso em: 03 out. 2024.
APA
Aguiar, A. R., & Patriota, T. V. B. (2020). Modeling and numerical simulation of crack propagation using peridynamics. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b12d1a44-19f9-40fe-b51c-305369eae388/APznzaZhrJI25WRM2EQKG5Jf7w1otJlsiGSvis4dYzK6jfsDvolx19ct-1AojFqloVssTCPxVyE9de4AZosrxf3hgztXnehKT_ZFlSHTtk9MOfqBfJ0NBULbu9RMsNLWTLUzIP5RQCV1poPBDJsm-ysSH8DQolH7WEjHz0xQVhAD1-nyCw_BTtZZL9E-DrwDKHpklsC1kEELZL0HEFQO.pdf
NLM
Aguiar AR, Patriota TVB. Modeling and numerical simulation of crack propagation using peridynamics [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/b12d1a44-19f9-40fe-b51c-305369eae388/APznzaZhrJI25WRM2EQKG5Jf7w1otJlsiGSvis4dYzK6jfsDvolx19ct-1AojFqloVssTCPxVyE9de4AZosrxf3hgztXnehKT_ZFlSHTtk9MOfqBfJ0NBULbu9RMsNLWTLUzIP5RQCV1poPBDJsm-ysSH8DQolH7WEjHz0xQVhAD1-nyCw_BTtZZL9E-DrwDKHpklsC1kEELZL0HEFQO.pdf
Vancouver
Aguiar AR, Patriota TVB. Modeling and numerical simulation of crack propagation using peridynamics [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/b12d1a44-19f9-40fe-b51c-305369eae388/APznzaZhrJI25WRM2EQKG5Jf7w1otJlsiGSvis4dYzK6jfsDvolx19ct-1AojFqloVssTCPxVyE9de4AZosrxf3hgztXnehKT_ZFlSHTtk9MOfqBfJ0NBULbu9RMsNLWTLUzIP5RQCV1poPBDJsm-ysSH8DQolH7WEjHz0xQVhAD1-nyCw_BTtZZL9E-DrwDKHpklsC1kEELZL0HEFQO.pdf
Trabalho de evento
On generalized element method's numerical stability preservation (2020)
Sales, Daniel Costa; Proença, Sérgio Persival Baroncini
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SALES, Daniel Costa e PROENÇA, Sérgio Persival Baroncini. On generalized element method's numerical stability preservation. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/0bd0d270-c9ae-4fd2-9e4a-702c0e7dd740/ACFrOgANpsUwuhfn6o5B9q5lLFMj_bUPgiVfhVQt1VjPLaQHqiGoPlJp8NiZFyYERdCZ3muHXRCT7Xqp6v_gPM9OAAMRYwhdqntYCrg7eS-lPNtk69Mn-5MJX6x31GgTMRE_kG9AhXgKNkOl3Oj9.pdf. Acesso em: 03 out. 2024.
APA
Sales, D. C., & Proença, S. P. B. (2020). On generalized element method's numerical stability preservation. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/0bd0d270-c9ae-4fd2-9e4a-702c0e7dd740/ACFrOgANpsUwuhfn6o5B9q5lLFMj_bUPgiVfhVQt1VjPLaQHqiGoPlJp8NiZFyYERdCZ3muHXRCT7Xqp6v_gPM9OAAMRYwhdqntYCrg7eS-lPNtk69Mn-5MJX6x31GgTMRE_kG9AhXgKNkOl3Oj9.pdf
NLM
Sales DC, Proença SPB. On generalized element method's numerical stability preservation [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/0bd0d270-c9ae-4fd2-9e4a-702c0e7dd740/ACFrOgANpsUwuhfn6o5B9q5lLFMj_bUPgiVfhVQt1VjPLaQHqiGoPlJp8NiZFyYERdCZ3muHXRCT7Xqp6v_gPM9OAAMRYwhdqntYCrg7eS-lPNtk69Mn-5MJX6x31GgTMRE_kG9AhXgKNkOl3Oj9.pdf
Vancouver
Sales DC, Proença SPB. On generalized element method's numerical stability preservation [Internet]. Proceedings. 2020 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/0bd0d270-c9ae-4fd2-9e4a-702c0e7dd740/ACFrOgANpsUwuhfn6o5B9q5lLFMj_bUPgiVfhVQt1VjPLaQHqiGoPlJp8NiZFyYERdCZ3muHXRCT7Xqp6v_gPM9OAAMRYwhdqntYCrg7eS-lPNtk69Mn-5MJX6x31GgTMRE_kG9AhXgKNkOl3Oj9.pdf

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