ReP USP - Resultado da busca

Trabalho de evento
Truss topology optimization considering uncertainties in the applied loads and progressive collapse (2021)
Silva, Lucas Araujo R. da; Beck, André Teófilo
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: TRELIÇAS, ESTRUTURAS
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ABNT
SILVA, Lucas Araujo R. da e BECK, André Teófilo. Truss topology optimization considering uncertainties in the applied loads and progressive collapse. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf. Acesso em: 12 nov. 2024.
APA
Silva, L. A. R. da, & Beck, A. T. (2021). Truss topology optimization considering uncertainties in the applied loads and progressive collapse. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
NLM
Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
Vancouver
Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
Trabalho de evento
Overall effective elastic properties of composites by computational homogenization (2021)
Santos, Wanderson Ferreira dos; Ferreira, Ayrton Ribeiro; Proença, Sérgio Persival Baroncini
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
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ABNT
SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Overall effective elastic properties of composites by computational homogenization. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf. Acesso em: 12 nov. 2024.
APA
Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2021). Overall effective elastic properties of composites by computational homogenization. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf
NLM
Santos WF dos, Ferreira AR, Proença SPB. Overall effective elastic properties of composites by computational homogenization [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf
Vancouver
Santos WF dos, Ferreira AR, Proença SPB. Overall effective elastic properties of composites by computational homogenization [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf
Trabalho de evento
Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections (2021)
Diniz, Anne Caroline Monteiro; Malite, Maximiliano
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS, ESTRUTURAS
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ABNT
DINIZ, Anne Caroline Monteiro e MALITE, Maximiliano. Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf. Acesso em: 12 nov. 2024.
APA
Diniz, A. C. M., & Malite, M. (2021). Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
NLM
Diniz ACM, Malite M. Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
Vancouver
Diniz ACM, Malite M. Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
Trabalho de evento
A quadratic GFEM formulation for fracture mechanics problems (2021)
Bento, Murilo Henrique Campana; Ramos, Caio Silva; Proença, Sérgio Persival Baroncini ; Duarte, Carlos A.
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DA FRATURA, ESTRUTURAS
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ABNT
BENTO, Murilo Henrique Campana et al. A quadratic GFEM formulation for fracture mechanics problems. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf. Acesso em: 12 nov. 2024.
APA
Bento, M. H. C., Ramos, C. S., Proença, S. P. B., & Duarte, C. A. (2021). A quadratic GFEM formulation for fracture mechanics problems. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf
NLM
Bento MHC, Ramos CS, Proença SPB, Duarte CA. A quadratic GFEM formulation for fracture mechanics problems [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf
Vancouver
Bento MHC, Ramos CS, Proença SPB, Duarte CA. A quadratic GFEM formulation for fracture mechanics problems [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.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
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: 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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf
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
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS
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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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
Trabalho de evento
An isogeometric boundary element formulation for fibre-reinforced 3D domains (2021)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidades: EESC, FD
Assuntos: MATERIAIS COMPÓSITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, TERCEIRA DIMENSÃO, ESTRUTURAS
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ABNT
RODRIGUES NETO, Antonio e LEONEL, Edson Denner. An isogeometric boundary element formulation for fibre-reinforced 3D domains. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf. Acesso em: 12 nov. 2024.
APA
Rodrigues Neto, A., & Leonel, E. D. (2021). An isogeometric boundary element formulation for fibre-reinforced 3D domains. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf
NLM
Rodrigues Neto A, Leonel ED. An isogeometric boundary element formulation for fibre-reinforced 3D domains [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf
Vancouver
Rodrigues Neto A, Leonel ED. An isogeometric boundary element formulation for fibre-reinforced 3D domains [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf
Trabalho de evento
Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review (2021)
Diniz, Anne Caroline Monteiro; Malite, Maximiliano
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: 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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.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
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO ARMADO, DANO, ESTRUTURAS
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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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.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
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: 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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] 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
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: 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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
Trabalho de evento
Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method (2021)
Perlin, Christian Luiz; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PERLIN, Christian Luiz e CODA, Humberto Breves. Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf. Acesso em: 12 nov. 2024.
APA
Perlin, C. L., & Coda, H. B. (2021). Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf
NLM
Perlin CL, Coda HB. Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf
Vancouver
Perlin CL, Coda HB. Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf
Trabalho de evento
A membrane finite element based on position applied to the contact of fabrics with rigid surfaces (2021)
Perlin, Christian Luiz; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PERLIN, Christian Luiz e CODA, Humberto Breves. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf. Acesso em: 12 nov. 2024.
APA
Perlin, C. L., & Coda, H. B. (2021). A membrane finite element based on position applied to the contact of fabrics with rigid surfaces. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf
NLM
Perlin CL, Coda HB. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf
Vancouver
Perlin CL, Coda HB. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.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
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: 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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
Trabalho de evento
A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids (2021)
Rosa, Rosicley Júnio Rodrigues; Sanches, Rodolfo André Kuche
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: 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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
Trabalho de evento
A simple formulation applied to finite strain viscoelastic solids and compressive flows (2021)
Kishino, Renato Takeo; Kishino, Vitor Hiroshi; Sanches, Rodolfo André Kuche; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KISHINO, Renato Takeo et al. A simple formulation applied to finite strain viscoelastic solids and compressive flows. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf. Acesso em: 12 nov. 2024.
APA
Kishino, R. T., Kishino, V. H., Sanches, R. A. K., & Coda, H. B. (2021). A simple formulation applied to finite strain viscoelastic solids and compressive flows. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf
NLM
Kishino RT, Kishino VH, Sanches RAK, Coda HB. A simple formulation applied to finite strain viscoelastic solids and compressive flows [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf
Vancouver
Kishino RT, Kishino VH, Sanches RAK, Coda HB. A simple formulation applied to finite strain viscoelastic solids and compressive flows [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf
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
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: 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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] 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
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: 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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] 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
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: 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: 12 nov. 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 nov. 12 ] 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 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf
Trabalho de evento
A finite strain elastoplastic model based on Flory’s decomposition (2021)
Kishino, Vitor Hiroshi; Kishino, Renato Takeo; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KISHINO, Vitor Hiroshi et al. A finite strain elastoplastic model based on Flory’s decomposition. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf. Acesso em: 12 nov. 2024.
APA
Kishino, V. H., Kishino, R. T., Paccola, R. R., & Coda, H. B. (2021). A finite strain elastoplastic model based on Flory’s decomposition. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf
NLM
Kishino VH, Kishino RT, Paccola RR, Coda HB. A finite strain elastoplastic model based on Flory’s decomposition [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf
Vancouver
Kishino VH, Kishino RT, Paccola RR, Coda HB. A finite strain elastoplastic model based on Flory’s decomposition [Internet]. Proceedings. 2021 ;[citado 2024 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf

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