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Artigo de periodico
A comprehensive study of prestressed UHPFRC I-beams under cyclic loading (2024)
Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Martins, Diego de Oliveira; Moraes, Francisco Rosa de; Bosse, Rúbia Mara; Carrazedo, Ricardo
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, DANO, VIGAS, ESTRUTURAS
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ABNT
GIDRÃO, Gustavo de Miranda Saleme et al. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading. Engineering Structures, v. 304, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117598. Acesso em: 23 jun. 2024.
APA
Gidrão, G. de M. S., Krahl, P. A., Martins, D. de O., Moraes, F. R. de, Bosse, R. M., & Carrazedo, R. (2024). A comprehensive study of prestressed UHPFRC I-beams under cyclic loading. Engineering Structures, 304, 1-21. doi:10.1016/j.engstruct.2024.117598
NLM
Gidrão G de MS, Krahl PA, Martins D de O, Moraes FR de, Bosse RM, Carrazedo R. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading [Internet]. Engineering Structures. 2024 ; 304 1-21.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
Vancouver
Gidrão G de MS, Krahl PA, Martins D de O, Moraes FR de, Bosse RM, Carrazedo R. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading [Internet]. Engineering Structures. 2024 ; 304 1-21.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
Artigo de periodico
A new formulation of cracking in concrete structures based on lumped damage mechanics (2023)
Teles, Daniel V. C; Cunha, Rafael N.; Picón, Ricardo A.; Amorim, David Leonardo Nascimento de Figueiredo; Yongtao, Bai; Proença, Sérgio Persival Baroncini ; Floréz-López, Julio
Source: Structural Engineering and Mechanics. Unidade: EESC
Subjects: MECÂNICA DO DANO, CONCRETO REFORÇADO COM FIBRAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
TELES, Daniel V. C et al. A new formulation of cracking in concrete structures based on lumped damage mechanics. Structural Engineering and Mechanics, v. 88, n. 5, p. 451-462, 2023Tradução . . Disponível em: https://dx.doi.org/10.12989/sem.2023.88.5.451. Acesso em: 23 jun. 2024.
APA
Teles, D. V. C., Cunha, R. N., Picón, R. A., Amorim, D. L. N. de F., Yongtao, B., Proença, S. P. B., & Floréz-López, J. (2023). A new formulation of cracking in concrete structures based on lumped damage mechanics. Structural Engineering and Mechanics, 88( 5), 451-462. doi:10.12989/sem.2023.88.5.451
NLM
Teles DVC, Cunha RN, Picón RA, Amorim DLN de F, Yongtao B, Proença SPB, Floréz-López J. A new formulation of cracking in concrete structures based on lumped damage mechanics [Internet]. Structural Engineering and Mechanics. 2023 ; 88( 5): 451-462.[citado 2024 jun. 23 ] Available from: https://dx.doi.org/10.12989/sem.2023.88.5.451
Vancouver
Teles DVC, Cunha RN, Picón RA, Amorim DLN de F, Yongtao B, Proença SPB, Floréz-López J. A new formulation of cracking in concrete structures based on lumped damage mechanics [Internet]. Structural Engineering and Mechanics. 2023 ; 88( 5): 451-462.[citado 2024 jun. 23 ] Available from: https://dx.doi.org/10.12989/sem.2023.88.5.451
Artigo de periodico
Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC (2022)
Ribeiro, Paula de Oliveira; Krahl, Pablo Augusto; Carrazedo, Ricardo
Source: Composite Structures. Unidade: EESC
Subjects: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO REFORÇADO COM FIBRAS, CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS
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ABNT
RIBEIRO, Paula de Oliveira e KRAHL, Pablo Augusto e CARRAZEDO, Ricardo. Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC. Composite Structures, v. 280, p. 1-14, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.compstruct.2021.114933. Acesso em: 23 jun. 2024.
APA
Ribeiro, P. de O., Krahl, P. A., & Carrazedo, R. (2022). Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC. Composite Structures, 280, 1-14. doi:10.1016/j.compstruct.2021.114933
NLM
Ribeiro P de O, Krahl PA, Carrazedo R. Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC [Internet]. Composite Structures. 2022 ; 280 1-14.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2021.114933
Vancouver
Ribeiro P de O, Krahl PA, Carrazedo R. Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC [Internet]. Composite Structures. 2022 ; 280 1-14.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2021.114933
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
Source: Construction and Building Materials. Unidade: EESC
Subjects: 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121188
Artigo de periodico
Behavior analysis of high strength concrete containing macro- polymeric fibers based on workability and mechanical properties (2021)
Macedo, Alex ; Castro, Alessandra Lorenzetti de
Source: Revista de Ingenieria de Construccion. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, TENACIDADE DOS MATERIAIS, ESTRUTURAS
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ABNT
MACEDO, Alex e CASTRO, Alessandra Lorenzetti de. Behavior analysis of high strength concrete containing macro- polymeric fibers based on workability and mechanical properties. Revista de Ingenieria de Construccion, v. 36, n. 2, p. 142-156, 2021Tradução . . Disponível em: https://doi.org/10.4067/S0718-50732021000200142. Acesso em: 23 jun. 2024.
APA
Macedo, A., & Castro, A. L. de. (2021). Behavior analysis of high strength concrete containing macro- polymeric fibers based on workability and mechanical properties. Revista de Ingenieria de Construccion, 36( 2), 142-156. doi:10.4067/S0718-50732021000200142
NLM
Macedo A, Castro AL de. Behavior analysis of high strength concrete containing macro- polymeric fibers based on workability and mechanical properties [Internet]. Revista de Ingenieria de Construccion. 2021 ; 36( 2): 142-156.[citado 2024 jun. 23 ] Available from: https://doi.org/10.4067/S0718-50732021000200142
Vancouver
Macedo A, Castro AL de. Behavior analysis of high strength concrete containing macro- polymeric fibers based on workability and mechanical properties [Internet]. Revista de Ingenieria de Construccion. 2021 ; 36( 2): 142-156.[citado 2024 jun. 23 ] Available from: https://doi.org/10.4067/S0718-50732021000200142
Artigo de periodico
Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution (2020)
Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Carrazedo, Ricardo
Source: Journal of Materials in Civil Engineering. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, DANO, ACÚSTICA, ESTRUTURAS
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ABNT
GIDRÃO, Gustavo de Miranda Saleme e KRAHL, Pablo Augusto e CARRAZEDO, Ricardo. Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution. Journal of Materials in Civil Engineering, v. 32, n. 12, p. 1-16, 2020Tradução . . Disponível em: https://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0003407. Acesso em: 23 jun. 2024.
APA
Gidrão, G. de M. S., Krahl, P. A., & Carrazedo, R. (2020). Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution. Journal of Materials in Civil Engineering, 32( 12), 1-16. doi:10.1061/(ASCE)MT.1943-5533.0003407
NLM
Gidrão G de MS, Krahl PA, Carrazedo R. Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution [Internet]. Journal of Materials in Civil Engineering. 2020 ; 32( 12): 1-16.[citado 2024 jun. 23 ] Available from: https://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0003407
Vancouver
Gidrão G de MS, Krahl PA, Carrazedo R. Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution [Internet]. Journal of Materials in Civil Engineering. 2020 ; 32( 12): 1-16.[citado 2024 jun. 23 ] Available from: https://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0003407
Artigo de periodico
Influence of the cementitious matrix on the behavior of fiber reinforced concrete (2020)
Leite, Alex Macêdo; Castro, Alessandra Lorenzetti de
Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, POLÍMEROS (MATERIAIS), ESTRUTURAS
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ABNT
LEITE, Alex Macêdo e CASTRO, Alessandra Lorenzetti de. Influence of the cementitious matrix on the behavior of fiber reinforced concrete. Revista IBRACON de Estruturas e Materiais, v. 13, n. Ju 2020, p. 543-562, 2020Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952020000300006. Acesso em: 23 jun. 2024.
APA
Leite, A. M., & Castro, A. L. de. (2020). Influence of the cementitious matrix on the behavior of fiber reinforced concrete. Revista IBRACON de Estruturas e Materiais, 13( Ju 2020), 543-562. doi:10.1590/S1983-41952020000300006
NLM
Leite AM, Castro AL de. Influence of the cementitious matrix on the behavior of fiber reinforced concrete [Internet]. Revista IBRACON de Estruturas e Materiais. 2020 ; 13( Ju 2020): 543-562.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1590/S1983-41952020000300006
Vancouver
Leite AM, Castro AL de. Influence of the cementitious matrix on the behavior of fiber reinforced concrete [Internet]. Revista IBRACON de Estruturas e Materiais. 2020 ; 13( Ju 2020): 543-562.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1590/S1983-41952020000300006
Trabalho de evento
Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse (2020)
Ribeiro, Lucas da Rosa; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: COLUNAS, CONCRETO REFORÇADO COM FIBRAS, RISCO, ESTRUTURAS
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ABNT
RIBEIRO, Lucas da Rosa e BECK, André Teófilo. Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0%7E1.PDF. Acesso em: 23 jun. 2024.
APA
Ribeiro, L. da R., & Beck, A. T. (2020). Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0%7E1.PDF
NLM
Ribeiro L da R, Beck AT. Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse [Internet]. Proceedings. 2020 ;[citado 2024 jun. 23 ] Available from: https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0%7E1.PDF
Vancouver
Ribeiro L da R, Beck AT. Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse [Internet]. Proceedings. 2020 ;[citado 2024 jun. 23 ] Available from: https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0%7E1.PDF
Trabalho de evento
Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements (2020)
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, CONCRETO REFORÇADO COM FIBRAS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/6d103ae2-e7f3-47f5-8d44-b873a3f0e308/AP7DDB%7E1.PDF. Acesso em: 23 jun. 2024.
APA
Vieira, W. H., Paccola, R. R., & Coda, H. B. (2020). Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/6d103ae2-e7f3-47f5-8d44-b873a3f0e308/AP7DDB%7E1.PDF
NLM
Vieira WH, Paccola RR, Coda HB. Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements [Internet]. Proceedings. 2020 ;[citado 2024 jun. 23 ] Available from: https://repositorio.usp.br/directbitstream/6d103ae2-e7f3-47f5-8d44-b873a3f0e308/AP7DDB%7E1.PDF
Vancouver
Vieira WH, Paccola RR, Coda HB. Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements [Internet]. Proceedings. 2020 ;[citado 2024 jun. 23 ] Available from: https://repositorio.usp.br/directbitstream/6d103ae2-e7f3-47f5-8d44-b873a3f0e308/AP7DDB%7E1.PDF
Artigo de periodico
Partially encased composite columns using fiber reinforced concrete: experimental study (2020)
Pereira, M. F.; Nardin, Silvana De; El Debs, Ana Lúcia Homce de Cresce
Source: Steel and Composite Structures : an international journal. Unidade: EESC
Subjects: ESTRUTURAS MISTAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS DE AÇO, CONCRETO REFORÇADO COM FIBRAS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, COLUNAS, ESTRUTURAS
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ABNT
PEREIRA, M. F. e NARDIN, Silvana De e EL DEBS, Ana Lúcia Homce de Cresce. Partially encased composite columns using fiber reinforced concrete: experimental study. Steel and Composite Structures : an international journal, v. 34, n. 6, p. 909-927, 2020Tradução . . Disponível em: https://doi.org/10.12989/scs.2020.34.6.909. Acesso em: 23 jun. 2024.
APA
Pereira, M. F., Nardin, S. D., & El Debs, A. L. H. de C. (2020). Partially encased composite columns using fiber reinforced concrete: experimental study. Steel and Composite Structures : an international journal, 34( 6), 909-927. doi:10.12989/scs.2020.34.6.909
NLM
Pereira MF, Nardin SD, El Debs ALH de C. Partially encased composite columns using fiber reinforced concrete: experimental study [Internet]. Steel and Composite Structures : an international journal. 2020 ; 34( 6): 909-927.[citado 2024 jun. 23 ] Available from: https://doi.org/10.12989/scs.2020.34.6.909
Vancouver
Pereira MF, Nardin SD, El Debs ALH de C. Partially encased composite columns using fiber reinforced concrete: experimental study [Internet]. Steel and Composite Structures : an international journal. 2020 ; 34( 6): 909-927.[citado 2024 jun. 23 ] Available from: https://doi.org/10.12989/scs.2020.34.6.909
Artigo de periodico
Experimental study on normal-strength, high-strength and ultrahigh-strength concrete confined by carbon and glass FRP laminates (2019)
Oliveira, Diôgo Silva de; Raiz, Victor; Carrazedo, Ricardo
Source: Journal of Composites for Construction. Unidade: EESC
Subjects: CONCRETO DE ALTA RESISTÊNCIA, POLÍMEROS (MATERIAIS), CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Diôgo Silva de e RAIZ, Victor e CARRAZEDO, Ricardo. Experimental study on normal-strength, high-strength and ultrahigh-strength concrete confined by carbon and glass FRP laminates. Journal of Composites for Construction, v. 23, n. 1, p. 1-15, 2019Tradução . . Disponível em: http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000912. Acesso em: 23 jun. 2024.
APA
Oliveira, D. S. de, Raiz, V., & Carrazedo, R. (2019). Experimental study on normal-strength, high-strength and ultrahigh-strength concrete confined by carbon and glass FRP laminates. Journal of Composites for Construction, 23( 1), 1-15. doi:10.1061/(ASCE)CC.1943-5614.0000912
NLM
Oliveira DS de, Raiz V, Carrazedo R. Experimental study on normal-strength, high-strength and ultrahigh-strength concrete confined by carbon and glass FRP laminates [Internet]. Journal of Composites for Construction. 2019 ; 23( 1): 1-15.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000912
Vancouver
Oliveira DS de, Raiz V, Carrazedo R. Experimental study on normal-strength, high-strength and ultrahigh-strength concrete confined by carbon and glass FRP laminates [Internet]. Journal of Composites for Construction. 2019 ; 23( 1): 1-15.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000912
Artigo de periodico
Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions (2019)
Santos, Danilo Pereira dos; Fernandes Neto, José Anchiêta Damasceno; Reginato, L.; Carrazedo, Ricardo
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Danilo Pereira dos et al. Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions. Latin American Journal of Solids and Structures, v. 16, n. 7, p. 1-19, 2019Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78255633. Acesso em: 23 jun. 2024.
APA
Santos, D. P. dos, Fernandes Neto, J. A. D., Reginato, L., & Carrazedo, R. (2019). Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions. Latin American Journal of Solids and Structures, 16( 7), 1-19. doi:10.1590/1679-78255633
NLM
Santos DP dos, Fernandes Neto JAD, Reginato L, Carrazedo R. Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 7): 1-19.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1590/1679-78255633
Vancouver
Santos DP dos, Fernandes Neto JAD, Reginato L, Carrazedo R. Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 7): 1-19.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1590/1679-78255633
Artigo de periodico
Cyclic behavior of UHPFRC under compression (2019)
Krahl, Pablo Augusto; Gidrão, Gustavo de Miranda Saleme; Carrazedo, Ricardo
Source: Cement and Concrete Composites. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, MECÂNICA DO DANO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KRAHL, Pablo Augusto e GIDRÃO, Gustavo de Miranda Saleme e CARRAZEDO, Ricardo. Cyclic behavior of UHPFRC under compression. Cement and Concrete Composites, v. No 2019, p. 1-14, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.cemconcomp.2019.103363. Acesso em: 23 jun. 2024.
APA
Krahl, P. A., Gidrão, G. de M. S., & Carrazedo, R. (2019). Cyclic behavior of UHPFRC under compression. Cement and Concrete Composites, No 2019, 1-14. doi:10.1016/j.cemconcomp.2019.103363
NLM
Krahl PA, Gidrão G de MS, Carrazedo R. Cyclic behavior of UHPFRC under compression [Internet]. Cement and Concrete Composites. 2019 ; No 2019 1-14.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.cemconcomp.2019.103363
Vancouver
Krahl PA, Gidrão G de MS, Carrazedo R. Cyclic behavior of UHPFRC under compression [Internet]. Cement and Concrete Composites. 2019 ; No 2019 1-14.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.cemconcomp.2019.103363
Trabalho de evento
Dimensionamento de um perfil I protendido constituído de UHPFRC (2018)
Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Carrazedo, Ricardo
Source: Anais. Conference titles: Congresso Brasileiro do Concreto. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GIDRÃO, Gustavo de Miranda Saleme e KRAHL, Pablo Augusto e CARRAZEDO, Ricardo. Dimensionamento de um perfil I protendido constituído de UHPFRC. 2018, Anais.. São Paulo, SP: IBRACON, 2018. . Acesso em: 23 jun. 2024.
APA
Gidrão, G. de M. S., Krahl, P. A., & Carrazedo, R. (2018). Dimensionamento de um perfil I protendido constituído de UHPFRC. In Anais. São Paulo, SP: IBRACON.
NLM
Gidrão G de MS, Krahl PA, Carrazedo R. Dimensionamento de um perfil I protendido constituído de UHPFRC. Anais. 2018 ;[citado 2024 jun. 23 ]
Vancouver
Gidrão G de MS, Krahl PA, Carrazedo R. Dimensionamento de um perfil I protendido constituído de UHPFRC. Anais. 2018 ;[citado 2024 jun. 23 ]
Artigo de periodico
Compressive behavior of UHPFRC under quasi-static and seismic strain rates considering the effect of fiber content (2018)
Krahl, Pablo Augusto; Gidrão, Gustavo de Miranda Saleme; Carrazedo, Ricardo
Source: Construction and Building Materials. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KRAHL, Pablo Augusto e GIDRÃO, Gustavo de Miranda Saleme e CARRAZEDO, Ricardo. Compressive behavior of UHPFRC under quasi-static and seismic strain rates considering the effect of fiber content. Construction and Building Materials, v. No 2018, p. 633-644, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2018.08.121. Acesso em: 23 jun. 2024.
APA
Krahl, P. A., Gidrão, G. de M. S., & Carrazedo, R. (2018). Compressive behavior of UHPFRC under quasi-static and seismic strain rates considering the effect of fiber content. Construction and Building Materials, No 2018, 633-644. doi:10.1016/j.conbuildmat.2018.08.121
NLM
Krahl PA, Gidrão G de MS, Carrazedo R. Compressive behavior of UHPFRC under quasi-static and seismic strain rates considering the effect of fiber content [Internet]. Construction and Building Materials. 2018 ; No 2018 633-644.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.conbuildmat.2018.08.121
Vancouver
Krahl PA, Gidrão G de MS, Carrazedo R. Compressive behavior of UHPFRC under quasi-static and seismic strain rates considering the effect of fiber content [Internet]. Construction and Building Materials. 2018 ; No 2018 633-644.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.conbuildmat.2018.08.121
Artigo de periodico
Mechanical damage evolution in UHPFRC: experimental and numerical investigation (2018)
Krahl, Pablo Augusto; Carrazedo, Ricardo; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, PLASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KRAHL, Pablo Augusto e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Mechanical damage evolution in UHPFRC: experimental and numerical investigation. Engineering Structures, v. 170, p. 63-77, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.05.064. Acesso em: 23 jun. 2024.
APA
Krahl, P. A., Carrazedo, R., & El Debs, M. K. (2018). Mechanical damage evolution in UHPFRC: experimental and numerical investigation. Engineering Structures, 170, 63-77. doi:10.1016/j.engstruct.2018.05.064
NLM
Krahl PA, Carrazedo R, El Debs MK. Mechanical damage evolution in UHPFRC: experimental and numerical investigation [Internet]. Engineering Structures. 2018 ; 170 63-77.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.064
Vancouver
Krahl PA, Carrazedo R, El Debs MK. Mechanical damage evolution in UHPFRC: experimental and numerical investigation [Internet]. Engineering Structures. 2018 ; 170 63-77.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.064
Artigo de periodico
Parametrical study of the behavior of exterior unreinforced concrete beam-columm joints through numerical modeling (2016)
Silva, Matheus Fernandes de Araújo; Haach, Vladimir Guilherme
Source: Computers and Concrete. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, ANÁLISE NUMÉRICA, LIGAÇÕES VIGA-PILAR, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Matheus Fernandes de Araújo e HAACH, Vladimir Guilherme. Parametrical study of the behavior of exterior unreinforced concrete beam-columm joints through numerical modeling. Computers and Concrete, v. 18, n. 2, p. 215-233, 2016Tradução . . Disponível em: https://doi.org/10.12989/cac.2016.18.2.000. Acesso em: 23 jun. 2024.
APA
Silva, M. F. de A., & Haach, V. G. (2016). Parametrical study of the behavior of exterior unreinforced concrete beam-columm joints through numerical modeling. Computers and Concrete, 18( 2), 215-233. doi:10.12989/cac.2016.18.2.000
NLM
Silva MF de A, Haach VG. Parametrical study of the behavior of exterior unreinforced concrete beam-columm joints through numerical modeling [Internet]. Computers and Concrete. 2016 ; 18( 2): 215-233.[citado 2024 jun. 23 ] Available from: https://doi.org/10.12989/cac.2016.18.2.000
Vancouver
Silva MF de A, Haach VG. Parametrical study of the behavior of exterior unreinforced concrete beam-columm joints through numerical modeling [Internet]. Computers and Concrete. 2016 ; 18( 2): 215-233.[citado 2024 jun. 23 ] Available from: https://doi.org/10.12989/cac.2016.18.2.000
Trabalho de evento
Numerical study on restrainment of reinforced concrete due to AAR expansion (2016)
Posterlli, Mariana Corrêa; Sanches, Rodolfo André Kuche ; Paccola, Rodrigo Ribeiro ; Carrazedo, Rogério
Source: Proceedings. Conference titles: International Conference on Alkali-Aggregate Reaction - ICAAR. Unidade: EESC
Subjects: ANÁLISE NUMÉRICA, CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
POSTERLLI, Mariana Corrêa et al. Numerical study on restrainment of reinforced concrete due to AAR expansion. 2016, Anais.. São Paulo, SP: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2016. Disponível em: https://repositorio.usp.br/directbitstream/29db97b8-3630-41c7-885c-43c63f1e7ee3/OK___%5BTrab%20ev%5D%20Posterlli_Numerical%20study%20on.pdf. Acesso em: 23 jun. 2024.
APA
Posterlli, M. C., Sanches, R. A. K., Paccola, R. R., & Carrazedo, R. (2016). Numerical study on restrainment of reinforced concrete due to AAR expansion. In Proceedings. São Paulo, SP: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/29db97b8-3630-41c7-885c-43c63f1e7ee3/OK___%5BTrab%20ev%5D%20Posterlli_Numerical%20study%20on.pdf
NLM
Posterlli MC, Sanches RAK, Paccola RR, Carrazedo R. Numerical study on restrainment of reinforced concrete due to AAR expansion [Internet]. Proceedings. 2016 ;[citado 2024 jun. 23 ] Available from: https://repositorio.usp.br/directbitstream/29db97b8-3630-41c7-885c-43c63f1e7ee3/OK___%5BTrab%20ev%5D%20Posterlli_Numerical%20study%20on.pdf
Vancouver
Posterlli MC, Sanches RAK, Paccola RR, Carrazedo R. Numerical study on restrainment of reinforced concrete due to AAR expansion [Internet]. Proceedings. 2016 ;[citado 2024 jun. 23 ] Available from: https://repositorio.usp.br/directbitstream/29db97b8-3630-41c7-885c-43c63f1e7ee3/OK___%5BTrab%20ev%5D%20Posterlli_Numerical%20study%20on.pdf
Artigo de periodico
Influence of time evolution in the modulus of elasticity of concrete reinforced by carbon fibers (2015)
Branco, Luiz Antônio Melgaço Nunes; Chahud, Eduardo; Lahr, Francisco Antonio Rocco; Christoforo, André Luis; Battistelle, Rosane Aparecida Gomes; Panzera, Túlio Hallak
Source: Advanced Materials Research. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BRANCO, Luiz Antônio Melgaço Nunes et al. Influence of time evolution in the modulus of elasticity of concrete reinforced by carbon fibers. Advanced Materials Research, v. 1088, p. 640-643, 2015Tradução . . Disponível em: https://doi.org/10.4028/www.scientific.net/AMR.1088.640. Acesso em: 23 jun. 2024.
APA
Branco, L. A. M. N., Chahud, E., Lahr, F. A. R., Christoforo, A. L., Battistelle, R. A. G., & Panzera, T. H. (2015). Influence of time evolution in the modulus of elasticity of concrete reinforced by carbon fibers. Advanced Materials Research, 1088, 640-643. doi:10.4028/www.scientific.net/AMR.1088.640
NLM
Branco LAMN, Chahud E, Lahr FAR, Christoforo AL, Battistelle RAG, Panzera TH. Influence of time evolution in the modulus of elasticity of concrete reinforced by carbon fibers [Internet]. Advanced Materials Research. 2015 ; 1088 640-643.[citado 2024 jun. 23 ] Available from: https://doi.org/10.4028/www.scientific.net/AMR.1088.640
Vancouver
Branco LAMN, Chahud E, Lahr FAR, Christoforo AL, Battistelle RAG, Panzera TH. Influence of time evolution in the modulus of elasticity of concrete reinforced by carbon fibers [Internet]. Advanced Materials Research. 2015 ; 1088 640-643.[citado 2024 jun. 23 ] Available from: https://doi.org/10.4028/www.scientific.net/AMR.1088.640
Artigo de periodico
Nonlinear formulation based on FEM, Mazars damage criterion and Fick's law applied to failure assessment of reinforced concrete structures subjected to chloride ingress and reinforcements corrosion (2014)
Liberati, Elyson Andrew Pozo; Nogueira, Caio Gorla; Leonel, Edson Denner; Chateauneuf, Alaa
Source: Engineering Failure Analysis. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, CORROSÃO DOS MATERIAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LIBERATI, Elyson Andrew Pozo et al. Nonlinear formulation based on FEM, Mazars damage criterion and Fick's law applied to failure assessment of reinforced concrete structures subjected to chloride ingress and reinforcements corrosion. Engineering Failure Analysis, v. No 2014, p. 247-268, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.engfailanal.2014.09.006. Acesso em: 23 jun. 2024.
APA
Liberati, E. A. P., Nogueira, C. G., Leonel, E. D., & Chateauneuf, A. (2014). Nonlinear formulation based on FEM, Mazars damage criterion and Fick's law applied to failure assessment of reinforced concrete structures subjected to chloride ingress and reinforcements corrosion. Engineering Failure Analysis, No 2014, 247-268. doi:10.1016/j.engfailanal.2014.09.006
NLM
Liberati EAP, Nogueira CG, Leonel ED, Chateauneuf A. Nonlinear formulation based on FEM, Mazars damage criterion and Fick's law applied to failure assessment of reinforced concrete structures subjected to chloride ingress and reinforcements corrosion [Internet]. Engineering Failure Analysis. 2014 ; No 2014 247-268.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.engfailanal.2014.09.006
Vancouver
Liberati EAP, Nogueira CG, Leonel ED, Chateauneuf A. Nonlinear formulation based on FEM, Mazars damage criterion and Fick's law applied to failure assessment of reinforced concrete structures subjected to chloride ingress and reinforcements corrosion [Internet]. Engineering Failure Analysis. 2014 ; No 2014 247-268.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.engfailanal.2014.09.006

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