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Artigo de periodico
Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements (2024)
Teodoro, Chiara Pinheiro; Carrazedo, Rogério
Fonte: Materials and Structures. Unidade: EESC
Assuntos: DANO, CORROSÃO, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS
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ABNT
TEODORO, Chiara Pinheiro e CARRAZEDO, Rogério. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, v. 57, n. Ju 2024, p. 1-17, 2024Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-024-02386-y. Acesso em: 08 ago. 2024.
APA
Teodoro, C. P., & Carrazedo, R. (2024). Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, 57( Ju 2024), 1-17. doi:10.1617/s11527-024-02386-y
NLM
Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 ago. 08 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
Vancouver
Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 ago. 08 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
Artigo de periodico
A Monte Carlo-based approach to assess the reinforcement depassivation probability of RC structures: simulation and analysis (2023)
Felix, Emerson Felipe; Falcão, Isabela da Silva; Santos, Larissa Gabriela dos; Carrazedo, Rogério ; Possan, Edna
Fonte: Buildings. Unidade: EESC
Assuntos: MÉTODO DE MONTE CARLO, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS
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ABNT
FELIX, Emerson Felipe et al. A Monte Carlo-based approach to assess the reinforcement depassivation probability of RC structures: simulation and analysis. Buildings, v. 13, n. 4, p. 1-21, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13040993. Acesso em: 08 ago. 2024.
APA
Felix, E. F., Falcão, I. da S., Santos, L. G. dos, Carrazedo, R., & Possan, E. (2023). A Monte Carlo-based approach to assess the reinforcement depassivation probability of RC structures: simulation and analysis. Buildings, 13( 4), 1-21. doi:10.3390/buildings13040993
NLM
Felix EF, Falcão I da S, Santos LG dos, Carrazedo R, Possan E. A Monte Carlo-based approach to assess the reinforcement depassivation probability of RC structures: simulation and analysis [Internet]. Buildings. 2023 ; 13( 4): 1-21.[citado 2024 ago. 08 ] Available from: https://doi.org/10.3390/buildings13040993
Vancouver
Felix EF, Falcão I da S, Santos LG dos, Carrazedo R, Possan E. A Monte Carlo-based approach to assess the reinforcement depassivation probability of RC structures: simulation and analysis [Internet]. Buildings. 2023 ; 13( 4): 1-21.[citado 2024 ago. 08 ] Available from: https://doi.org/10.3390/buildings13040993
Artigo de periodico
Numerical analysis of reinforced concrete beam subject to pitting corrosion (2022)
Ramos, Evérton Souza; Carrazedo, Rogério
Fonte: Ambiente Construído. Unidade: EESC
Assuntos: ESTRUTURAS, ANÁLISE NUMÉRICA, CONCRETO ARMADO, CORROSÃO
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ABNT
RAMOS, Evérton Souza e CARRAZEDO, Rogério. Numerical analysis of reinforced concrete beam subject to pitting corrosion. Ambiente Construído, v. 22, n. ja/mar. 2022, p. 201-222, 2022Tradução . . Disponível em: http://dx.doi.org/10.1590/s1678-86212022000100588. Acesso em: 08 ago. 2024.
APA
Ramos, E. S., & Carrazedo, R. (2022). Numerical analysis of reinforced concrete beam subject to pitting corrosion. Ambiente Construído, 22( ja/mar. 2022), 201-222. doi:10.1590/s1678-86212022000100588
NLM
Ramos ES, Carrazedo R. Numerical analysis of reinforced concrete beam subject to pitting corrosion [Internet]. Ambiente Construído. 2022 ; 22( ja/mar. 2022): 201-222.[citado 2024 ago. 08 ] Available from: http://dx.doi.org/10.1590/s1678-86212022000100588
Vancouver
Ramos ES, Carrazedo R. Numerical analysis of reinforced concrete beam subject to pitting corrosion [Internet]. Ambiente Construído. 2022 ; 22( ja/mar. 2022): 201-222.[citado 2024 ago. 08 ] Available from: http://dx.doi.org/10.1590/s1678-86212022000100588
Artigo de periodico
Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC (2021)
Krahl, Pablo Augusto; Gidrão, Gustavo de Miranda Saleme; Bessan Neto, Romeu; Carrazedo, Rogério
Fonte: Construction and Building Materials. Unidade: EESC
Assuntos: CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS
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ABNT
KRAHL, Pablo Augusto et al. Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC. Construction and Building Materials, v. 266, p. 1-10, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2020.121188. Acesso em: 08 ago. 2024.
APA
Krahl, P. A., Gidrão, G. de M. S., Bessan Neto, R., & Carrazedo, R. (2021). Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC. Construction and Building Materials, 266, 1-10. doi:10.1016/j.conbuildmat.2020.121188
NLM
Krahl PA, Gidrão G de MS, Bessan Neto R, Carrazedo R. Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC [Internet]. Construction and Building Materials. 2021 ; 266 1-10.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121188
Vancouver
Krahl PA, Gidrão G de MS, Bessan Neto R, Carrazedo R. Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC [Internet]. Construction and Building Materials. 2021 ; 266 1-10.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121188
Artigo de periodico
Carbonation model for fly ash concrete based on artificial neural network: development and parametric analysis (2021)
Félix, Emerson Felipe; Carrazedo, Rogério ; Possan, Edna
Fonte: Construction and Building Materials. Unidade: EESC
Assuntos: REDES NEURAIS, INTELIGÊNCIA ARTIFICIAL, CARBONATAÇÃO, CONCRETO
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ABNT
FÉLIX, Emerson Felipe e CARRAZEDO, Rogério e POSSAN, Edna. Carbonation model for fly ash concrete based on artificial neural network: development and parametric analysis. Construction and Building Materials, v. 266, p. 1-13, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2020.121050. Acesso em: 08 ago. 2024.
APA
Félix, E. F., Carrazedo, R., & Possan, E. (2021). Carbonation model for fly ash concrete based on artificial neural network: development and parametric analysis. Construction and Building Materials, 266, 1-13. doi:10.1016/j.conbuildmat.2020.121050
NLM
Félix EF, Carrazedo R, Possan E. Carbonation model for fly ash concrete based on artificial neural network: development and parametric analysis [Internet]. Construction and Building Materials. 2021 ; 266 1-13.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121050
Vancouver
Félix EF, Carrazedo R, Possan E. Carbonation model for fly ash concrete based on artificial neural network: development and parametric analysis [Internet]. Construction and Building Materials. 2021 ; 266 1-13.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121050
Trabalho de evento
Thermal conduction modelling of composites by embedding technique (2021)
Salomão, Rafael Corrêa; Carrazedo, Rogério
Fonte: Proceedings of BCCM 5. Nome do evento: Brazilian Conference on Composite Materials - BCCM. Unidade: EESC
Assunto: MATERIAIS
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ABNT
SALOMÃO, Rafael Corrêa e CARRAZEDO, Rogério. Thermal conduction modelling of composites by embedding technique. 2021, Anais.. São Carlos, SP: EESC/USP, 2021. Disponível em: https://repositorio.usp.br/directbitstream/e1511b67-3fea-446c-b91e-b2ca79ba04de/2906-8114-1-PB.pdf. Acesso em: 08 ago. 2024.
APA
Salomão, R. C., & Carrazedo, R. (2021). Thermal conduction modelling of composites by embedding technique. In Proceedings of BCCM 5. São Carlos, SP: EESC/USP. Recuperado de https://repositorio.usp.br/directbitstream/e1511b67-3fea-446c-b91e-b2ca79ba04de/2906-8114-1-PB.pdf
NLM
Salomão RC, Carrazedo R. Thermal conduction modelling of composites by embedding technique [Internet]. Proceedings of BCCM 5. 2021 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/e1511b67-3fea-446c-b91e-b2ca79ba04de/2906-8114-1-PB.pdf
Vancouver
Salomão RC, Carrazedo R. Thermal conduction modelling of composites by embedding technique [Internet]. Proceedings of BCCM 5. 2021 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/e1511b67-3fea-446c-b91e-b2ca79ba04de/2906-8114-1-PB.pdf
Artigo de periodico
A new formulation to estimate the elastic modulus of recycled concrete based on regression and ANN (2021)
Félix, Emerson Felipe; Possan, Edna; Carrazedo, Rogério
Fonte: Sustainability. Unidade: EESC
Assuntos: APRENDIZADO COMPUTACIONAL, REDES NEURAIS, CONCRETO, ESTRUTURAS
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ABNT
FÉLIX, Emerson Felipe e POSSAN, Edna e CARRAZEDO, Rogério. A new formulation to estimate the elastic modulus of recycled concrete based on regression and ANN. Sustainability, v. 13, n. 15, p. 1-21, 2021Tradução . . Disponível em: https://doi.org/10.3390/su13158561. Acesso em: 08 ago. 2024.
APA
Félix, E. F., Possan, E., & Carrazedo, R. (2021). A new formulation to estimate the elastic modulus of recycled concrete based on regression and ANN. Sustainability, 13( 15), 1-21. doi:10.3390/su13158561
NLM
Félix EF, Possan E, Carrazedo R. A new formulation to estimate the elastic modulus of recycled concrete based on regression and ANN [Internet]. Sustainability. 2021 ; 13( 15): 1-21.[citado 2024 ago. 08 ] Available from: https://doi.org/10.3390/su13158561
Vancouver
Félix EF, Possan E, Carrazedo R. A new formulation to estimate the elastic modulus of recycled concrete based on regression and ANN [Internet]. Sustainability. 2021 ; 13( 15): 1-21.[citado 2024 ago. 08 ] Available from: https://doi.org/10.3390/su13158561
Artigo de periodico
Thermal conduction modeling of composites by embedding technique (2021)
Salomão, Rafael Corrêa; Carrazedo, Rogério
Fonte: Institution of Mechanical Engineers. Proceedings. Part L: Journal of Materials: Design and Applications. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
SALOMÃO, Rafael Corrêa e CARRAZEDO, Rogério. Thermal conduction modeling of composites by embedding technique. Institution of Mechanical Engineers. Proceedings. Part L: Journal of Materials: Design and Applications, v. 236, n. 7, p. 1-11, 2021Tradução . . Disponível em: https://doi.org/10.1177/14644207211037599. Acesso em: 08 ago. 2024.
APA
Salomão, R. C., & Carrazedo, R. (2021). Thermal conduction modeling of composites by embedding technique. Institution of Mechanical Engineers. Proceedings. Part L: Journal of Materials: Design and Applications, 236( 7), 1-11. doi:10.1177/14644207211037599
NLM
Salomão RC, Carrazedo R. Thermal conduction modeling of composites by embedding technique [Internet]. Institution of Mechanical Engineers. Proceedings. Part L: Journal of Materials: Design and Applications. 2021 ; 236( 7): 1-11.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1177/14644207211037599
Vancouver
Salomão RC, Carrazedo R. Thermal conduction modeling of composites by embedding technique [Internet]. Institution of Mechanical Engineers. Proceedings. Part L: Journal of Materials: Design and Applications. 2021 ; 236( 7): 1-11.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1177/14644207211037599
Artigo de periodico
Modeling particles elements in damaged reinforced concrete structures (2021)
Ramos, Éverton Souza; Carrazedo, Rogério ; Paccola, Rodrigo Ribeiro
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO ARMADO, DANO, ESTRUTURAS
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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: 08 ago. 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 ago. 08 ] 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 ago. 08 ] Available from: https://doi.org/10.1590/1679-78256251
Parte de monografia/livro
Artificial intelligence applied in the concrete durability study (2021)
Felix, Emerson Felipe; Possan, Edna; Carrazedo, Rogério
Fonte: Hygrothermal Behaviour and Building Pathologies. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO, CIÊNCIA DA COMPUTAÇÃO, APRENDIZADO COMPUTACIONAL, ESTRUTURAS
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ABNT
FELIX, Emerson Felipe e POSSAN, Edna e CARRAZEDO, Rogério. Artificial intelligence applied in the concrete durability study. Hygrothermal Behaviour and Building Pathologies. Tradução . Cham, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2021. . Disponível em: http://dx.doi.org/10.1007/978-3-030-50998-9_5. Acesso em: 08 ago. 2024.
APA
Felix, E. F., Possan, E., & Carrazedo, R. (2021). Artificial intelligence applied in the concrete durability study. In Hygrothermal Behaviour and Building Pathologies. Cham, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1007/978-3-030-50998-9_5
NLM
Felix EF, Possan E, Carrazedo R. Artificial intelligence applied in the concrete durability study [Internet]. In: Hygrothermal Behaviour and Building Pathologies. Cham, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2021. [citado 2024 ago. 08 ] Available from: http://dx.doi.org/10.1007/978-3-030-50998-9_5
Vancouver
Felix EF, Possan E, Carrazedo R. Artificial intelligence applied in the concrete durability study [Internet]. In: Hygrothermal Behaviour and Building Pathologies. Cham, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2021. [citado 2024 ago. 08 ] Available from: http://dx.doi.org/10.1007/978-3-030-50998-9_5
Artigo de periodico
Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method (2020)
Ramos, Evérton Souza; Carrazedo, Rogério
Fonte: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE CONCRETO ARMADO, CORROSÃO, ESTRUTURAS
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ABNT
RAMOS, Evérton Souza e CARRAZEDO, Rogério. Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 42, p. 1-18, 2020Tradução . . Disponível em: https://doi.org/10.1007/s40430-020-02627-5. Acesso em: 08 ago. 2024.
APA
Ramos, E. S., & Carrazedo, R. (2020). Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 42, 1-18. doi:10.1007/s40430-020-02627-5
NLM
Ramos ES, Carrazedo R. Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-18.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1007/s40430-020-02627-5
Vancouver
Ramos ES, Carrazedo R. Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-18.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1007/s40430-020-02627-5
Artigo de periodico
Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element (2020)
Carrazedo, Rogério ; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves ; Salomão, Rafael
Fonte: Composite Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, PAINÉIS SANDWICH, ESTRUTURAS
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ABNT
CARRAZEDO, Rogério et al. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, v. 244, p. 1-16, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112254. Acesso em: 08 ago. 2024.
APA
Carrazedo, R., Paccola, R. R., Coda, H. B., & Salomão, R. (2020). Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, 244, 1-16. doi:10.1016/j.compstruct.2020.112254
NLM
Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
Vancouver
Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
Trabalho de evento
Finite element modeling the structural effects of chloride corrosion in concrete cover (2020)
Ramos, Evérton Souza; Tavares, Matheus de Godoy; Carrazedo, Rogério
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO ARMADO, MÉTODO DOS ELEMENTOS FINITOS, CORROSÃO, DANO, ESTRUTURAS
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ABNT
RAMOS, Evérton Souza e TAVARES, Matheus de Godoy e CARRAZEDO, Rogério. Finite element modeling the structural effects of chloride corrosion in concrete cover. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/9ff01c1a-c902-43d0-a5ae-d9ea9867e53e/ACFrOgCo6piSVuZ447_Z9G3B2eRXvQR34tTwxOHqjGP5KVjuIMVBMpofMKF39H4k7gIIpYj3Gol94jzUH0iQpIlcmqASydJCUsv8XKgcywH10fI01if-N0BtIaXxgUEGnXrkf5ilowYc7LRYntr5.pdf. Acesso em: 08 ago. 2024.
APA
Ramos, E. S., Tavares, M. de G., & Carrazedo, R. (2020). Finite element modeling the structural effects of chloride corrosion in concrete cover. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/9ff01c1a-c902-43d0-a5ae-d9ea9867e53e/ACFrOgCo6piSVuZ447_Z9G3B2eRXvQR34tTwxOHqjGP5KVjuIMVBMpofMKF39H4k7gIIpYj3Gol94jzUH0iQpIlcmqASydJCUsv8XKgcywH10fI01if-N0BtIaXxgUEGnXrkf5ilowYc7LRYntr5.pdf
NLM
Ramos ES, Tavares M de G, Carrazedo R. Finite element modeling the structural effects of chloride corrosion in concrete cover [Internet]. Proceedings. 2020 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/9ff01c1a-c902-43d0-a5ae-d9ea9867e53e/ACFrOgCo6piSVuZ447_Z9G3B2eRXvQR34tTwxOHqjGP5KVjuIMVBMpofMKF39H4k7gIIpYj3Gol94jzUH0iQpIlcmqASydJCUsv8XKgcywH10fI01if-N0BtIaXxgUEGnXrkf5ilowYc7LRYntr5.pdf
Vancouver
Ramos ES, Tavares M de G, Carrazedo R. Finite element modeling the structural effects of chloride corrosion in concrete cover [Internet]. Proceedings. 2020 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/9ff01c1a-c902-43d0-a5ae-d9ea9867e53e/ACFrOgCo6piSVuZ447_Z9G3B2eRXvQR34tTwxOHqjGP5KVjuIMVBMpofMKF39H4k7gIIpYj3Gol94jzUH0iQpIlcmqASydJCUsv8XKgcywH10fI01if-N0BtIaXxgUEGnXrkf5ilowYc7LRYntr5.pdf
Trabalho de evento
Numerical analysis of reinforced concrete structures considering coarde agregates (2020)
Ramos, Evérton Souza; Carrazedo, Rogério
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO ARMADO, ANÁLISE NUMÉRICA, ESTRUTURAS
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ABNT
RAMOS, Evérton Souza e CARRAZEDO, Rogério. Numerical analysis of reinforced concrete structures considering coarde agregates. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2%7E1.PDF. Acesso em: 08 ago. 2024.
APA
Ramos, E. S., & Carrazedo, R. (2020). Numerical analysis of reinforced concrete structures considering coarde agregates. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2%7E1.PDF
NLM
Ramos ES, Carrazedo R. Numerical analysis of reinforced concrete structures considering coarde agregates [Internet]. Proceedings. 2020 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2%7E1.PDF
Vancouver
Ramos ES, Carrazedo R. Numerical analysis of reinforced concrete structures considering coarde agregates [Internet]. Proceedings. 2020 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2%7E1.PDF
Trabalho de evento
Numerical modeling of loss of prestress in concrete beams (2020)
Tavares, Matheus de Godoy; Ramos, Éverton Souza; Carrazedo, Rogério
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
TAVARES, Matheus de Godoy e RAMOS, Éverton Souza e CARRAZEDO, Rogério. Numerical modeling of loss of prestress in concrete beams. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/baf27bae-2635-4a81-bd4f-bdf2686ab0c8/AP3512%7E1.PDF. Acesso em: 08 ago. 2024.
APA
Tavares, M. de G., Ramos, É. S., & Carrazedo, R. (2020). Numerical modeling of loss of prestress in concrete beams. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/baf27bae-2635-4a81-bd4f-bdf2686ab0c8/AP3512%7E1.PDF
NLM
Tavares M de G, Ramos ÉS, Carrazedo R. Numerical modeling of loss of prestress in concrete beams [Internet]. Proceedings. 2020 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/baf27bae-2635-4a81-bd4f-bdf2686ab0c8/AP3512%7E1.PDF
Vancouver
Tavares M de G, Ramos ÉS, Carrazedo R. Numerical modeling of loss of prestress in concrete beams [Internet]. Proceedings. 2020 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/baf27bae-2635-4a81-bd4f-bdf2686ab0c8/AP3512%7E1.PDF
Artigo de periodico
Concrete expansion induced by alkali–silica reaction in a small arch dam (2018)
Carrazedo, Rogério; Sanches, Rodolfo André Kuche; Lacerda, Luiz Alkimin de; Divino, Paula Luciana
Fonte: International Journal of Civil Engineering. Unidade: EESC
Assuntos: CONCRETO, BARRAGENS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRAZEDO, Rogério et al. Concrete expansion induced by alkali–silica reaction in a small arch dam. International Journal of Civil Engineering, v. 16, n. 3, p. 289-297, 2018Tradução . . Disponível em: https://doi.org/10.1007/s40999-016-0127-x. Acesso em: 08 ago. 2024.
APA
Carrazedo, R., Sanches, R. A. K., Lacerda, L. A. de, & Divino, P. L. (2018). Concrete expansion induced by alkali–silica reaction in a small arch dam. International Journal of Civil Engineering, 16( 3), 289-297. doi:10.1007/s40999-016-0127-x
NLM
Carrazedo R, Sanches RAK, Lacerda LA de, Divino PL. Concrete expansion induced by alkali–silica reaction in a small arch dam [Internet]. International Journal of Civil Engineering. 2018 ; 16( 3): 289-297.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1007/s40999-016-0127-x
Vancouver
Carrazedo R, Sanches RAK, Lacerda LA de, Divino PL. Concrete expansion induced by alkali–silica reaction in a small arch dam [Internet]. International Journal of Civil Engineering. 2018 ; 16( 3): 289-297.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1007/s40999-016-0127-x
Artigo de periodico
Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells (2018)
Carrazedo, Rogério; Paccola, Rodrigo Ribeiro; Coda, Humberto Breves
Fonte: Composite Structures. Unidade: EESC
Assuntos: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRAZEDO, Rogério e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells. Composite Structures, v. 200, p. 849-863, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2018.06.009. Acesso em: 08 ago. 2024.
APA
Carrazedo, R., Paccola, R. R., & Coda, H. B. (2018). Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells. Composite Structures, 200, 849-863. doi:10.1016/j.compstruct.2018.06.009
NLM
Carrazedo R, Paccola RR, Coda HB. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells [Internet]. Composite Structures. 2018 ; 200 849-863.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.compstruct.2018.06.009
Vancouver
Carrazedo R, Paccola RR, Coda HB. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells [Internet]. Composite Structures. 2018 ; 200 849-863.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.compstruct.2018.06.009
Artigo de periodico
Zig-Zag effect without degrees of freedom in linear and non linear analysis of laminated plates and shells (2017)
Coda, Humberto Breves; Paccola, Rodrigo Ribeiro; Carrazedo, Rogério
Fonte: Composite Structures. Unidade: EESC
Assuntos: ANÁLISE NÃO LINEAR DE ESTRUTURAS, LAMINADOS, PLACAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro e CARRAZEDO, Rogério. Zig-Zag effect without degrees of freedom in linear and non linear analysis of laminated plates and shells. Composite Structures, v. 161, p. 32-50, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2016.10.129. Acesso em: 08 ago. 2024.
APA
Coda, H. B., Paccola, R. R., & Carrazedo, R. (2017). Zig-Zag effect without degrees of freedom in linear and non linear analysis of laminated plates and shells. Composite Structures, 161, 32-50. doi:10.1016/j.compstruct.2016.10.129
NLM
Coda HB, Paccola RR, Carrazedo R. Zig-Zag effect without degrees of freedom in linear and non linear analysis of laminated plates and shells [Internet]. Composite Structures. 2017 ; 161 32-50.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.compstruct.2016.10.129
Vancouver
Coda HB, Paccola RR, Carrazedo R. Zig-Zag effect without degrees of freedom in linear and non linear analysis of laminated plates and shells [Internet]. Composite Structures. 2017 ; 161 32-50.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.compstruct.2016.10.129
Trabalho de evento
Analysis of the mechanical behavior of timber-concrete composite beams through FEM model (2017)
Fernandes, Felipi Pablo Damasceno; Félix, Emerson Felipe; Munaiar Neto, Jorge; Carrazedo, Rogério
Fonte: Proceedings. Nome do evento: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: CONCRETO, MADEIRA, MÉTODO DOS ELEMENTOS FINITOS, MATERIAIS COMPÓSITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERNANDES, Felipi Pablo Damasceno et al. Analysis of the mechanical behavior of timber-concrete composite beams through FEM model. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2017-0714. Acesso em: 08 ago. 2024.
APA
Fernandes, F. P. D., Félix, E. F., Munaiar Neto, J., & Carrazedo, R. (2017). Analysis of the mechanical behavior of timber-concrete composite beams through FEM model. In Proceedings. [Belo Horizonte, MG]: ABMEC. doi:10.20906/CPS/CILAMCE2017-0714
NLM
Fernandes FPD, Félix EF, Munaiar Neto J, Carrazedo R. Analysis of the mechanical behavior of timber-concrete composite beams through FEM model [Internet]. Proceedings. 2017 ;[citado 2024 ago. 08 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0714
Vancouver
Fernandes FPD, Félix EF, Munaiar Neto J, Carrazedo R. Analysis of the mechanical behavior of timber-concrete composite beams through FEM model [Internet]. Proceedings. 2017 ;[citado 2024 ago. 08 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0714
Artigo de periodico
Immersed normalized B-spline finite elements: a convergence study for 2D problems (2016)
Tonon, Patricia; Carrazedo, Rogério; Sanches, Rodolfo André Kuche
Fonte: Structural Safety. Unidade: EESC
Assuntos: CONVERGÊNCIA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TONON, Patricia e CARRAZEDO, Rogério e SANCHES, Rodolfo André Kuche. Immersed normalized B-spline finite elements: a convergence study for 2D problems. Structural Safety, v. 114, p. 57-67, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2016.02.002. Acesso em: 08 ago. 2024.
APA
Tonon, P., Carrazedo, R., & Sanches, R. A. K. (2016). Immersed normalized B-spline finite elements: a convergence study for 2D problems. Structural Safety, 114, 57-67. doi:10.1016/j.finel.2016.02.002
NLM
Tonon P, Carrazedo R, Sanches RAK. Immersed normalized B-spline finite elements: a convergence study for 2D problems [Internet]. Structural Safety. 2016 ; 114 57-67.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.finel.2016.02.002
Vancouver
Tonon P, Carrazedo R, Sanches RAK. Immersed normalized B-spline finite elements: a convergence study for 2D problems [Internet]. Structural Safety. 2016 ; 114 57-67.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.finel.2016.02.002

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