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Artigo de periodico
Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates (2024)
Cunha, Rafael N; Amorim, David Leonardo Nascimento de Figueiredo; Proença, Sérgio Persival Baroncini ; Floréz-López, Julio
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO ARMADO, LAJES, MECÂNICA DO DANO, ESTRUTURAS
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ABNT
CUNHA, Rafael N et al. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, v. 308, p. 1-16, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117993. Acesso em: 15 set. 2024.
APA
Cunha, R. N., Amorim, D. L. N. de F., Proença, S. P. B., & Floréz-López, J. (2024). Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, 308, 1-16. doi:10.1016/j.engstruct.2024.117993
NLM
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 set. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Vancouver
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 set. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Artigo de periodico
Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding (2023)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: CISALHAMENTO, LAJES, CONCRETO ARMADO, ESTRUTURAS
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ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, v. 291, p. 1-23, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116396. Acesso em: 15 set. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, 291, 1-23. doi:10.1016/j.engstruct.2023.116396
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
Artigo de periodico
Cracking patterns of continuously reinforced concrete pavement using black and galvanized steel under tropical climate (2021)
Cargnin, Andréia Posser ; Balbo, José Tadeu
Source: International Journal of Pavement Engineering. Unidade: EP
Subjects: PAVIMENTAÇÃO DE CONCRETO, CONCRETO DE ALTO DESEMPENHO, CONCRETO ARMADO
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ABNT
CARGNIN, Andréia Posser e BALBO, José Tadeu. Cracking patterns of continuously reinforced concrete pavement using black and galvanized steel under tropical climate. International Journal of Pavement Engineering, v. 22, n. 1, p. 41-53, 2021Tradução . . Disponível em: https://doi.org/10.1080/10298436.2019.1577419. Acesso em: 15 set. 2024.
APA
Cargnin, A. P., & Balbo, J. T. (2021). Cracking patterns of continuously reinforced concrete pavement using black and galvanized steel under tropical climate. International Journal of Pavement Engineering, 22( 1), 41-53. doi:10.1080/10298436.2019.1577419
NLM
Cargnin AP, Balbo JT. Cracking patterns of continuously reinforced concrete pavement using black and galvanized steel under tropical climate [Internet]. International Journal of Pavement Engineering. 2021 ; 22( 1): 41-53.[citado 2024 set. 15 ] Available from: https://doi.org/10.1080/10298436.2019.1577419
Vancouver
Cargnin AP, Balbo JT. Cracking patterns of continuously reinforced concrete pavement using black and galvanized steel under tropical climate [Internet]. International Journal of Pavement Engineering. 2021 ; 22( 1): 41-53.[citado 2024 set. 15 ] Available from: https://doi.org/10.1080/10298436.2019.1577419
Artigo de periodico
Extended CSDT model for shear capacity assessments of bridge deck slabs (2021)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; Yuguang, Yang; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: BANCO DE DADOS, CONCRETO ARMADO, CISALHAMENTO, ENGENHARIA HIDRÁULICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de et al. Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, v. 234, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.111897. Acesso em: 15 set. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Yuguang, Y., & El Debs, M. K. (2021). Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, 234, 1-16. doi:10.1016/j.engstruct.2021.111897
NLM
Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897
Vancouver
Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897
Artigo de periodico
One-way shear strength of wide reinforced concrete members without stirrups (2021)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; El Debs, Mounir Khalil
Source: Structural Concrete. Unidade: EESC
Subjects: CISALHAMENTO, CONCRETO ARMADO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva O. L e EL DEBS, Mounir Khalil. One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, v. 22, n. 2, p. 968-992, 2021Tradução . . Disponível em: https://doi.org/10.1002/suco.202000034. Acesso em: 15 set. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2021). One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, 22( 2), 968-992. doi:10.1002/suco.202000034
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 set. 15 ] Available from: https://doi.org/10.1002/suco.202000034
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 set. 15 ] Available from: https://doi.org/10.1002/suco.202000034
Artigo de periodico
One‐way shear strength of wide reinforced concrete members without stirrups (2020)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L.; El Debs, Mounir Khalil
Source: Structural Concrete. Unidade: EESC
Subjects: CISALHAMENTO, CONCRETO ARMADO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva O. L. e EL DEBS, Mounir Khalil. One‐way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, p. 1-25, 2020Tradução . . Disponível em: https://doi.org/10.1002/suco.202000034. Acesso em: 15 set. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2020). One‐way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, 1-25. doi:10.1002/suco.202000034
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. One‐way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2020 ; 1-25.[citado 2024 set. 15 ] Available from: https://doi.org/10.1002/suco.202000034
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. One‐way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2020 ; 1-25.[citado 2024 set. 15 ] Available from: https://doi.org/10.1002/suco.202000034
Artigo de periodico
Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column (2019)
Liberati, Elyson Andrew Pozo; Marques, Marilia Gonçalves; Leonel, Edson Denner; Almeida, Luiz Carlos de; Trautwein, Leandro Mouta
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO ARMADO, PERFURAÇÃO, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LIBERATI, Elyson Andrew Pozo et al. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column. Engineering Structures, v. 182, p. 331-343, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.11.073. Acesso em: 15 set. 2024.
APA
Liberati, E. A. P., Marques, M. G., Leonel, E. D., Almeida, L. C. de, & Trautwein, L. M. (2019). Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column. Engineering Structures, 182, 331-343. doi:10.1016/j.engstruct.2018.11.073
NLM
Liberati EAP, Marques MG, Leonel ED, Almeida LC de, Trautwein LM. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column [Internet]. Engineering Structures. 2019 ; 182 331-343.[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2018.11.073
Vancouver
Liberati EAP, Marques MG, Leonel ED, Almeida LC de, Trautwein LM. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column [Internet]. Engineering Structures. 2019 ; 182 331-343.[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2018.11.073
Artigo de periodico
Analysis of RC hollow columns strengthened with GFRP (2019)
Oliveira, Diôgo Silva de; Raiz, Victor; Carrazedo, Ricardo
Source: Journal of Composites for Construction. Unidade: EESC
Subjects: CONCRETO ARMADO, POLÍMEROS (MATERIAIS), MATERIAIS COMPÓSITOS DE FIBRAS, PILARES, 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. Analysis of RC hollow columns strengthened with GFRP. Journal of Composites for Construction, v. 23, n. 1, p. 04018072-1 - 04018072-15, 2019Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000192. Acesso em: 15 set. 2024.
APA
Oliveira, D. S. de, Raiz, V., & Carrazedo, R. (2019). Analysis of RC hollow columns strengthened with GFRP. Journal of Composites for Construction, 23( 1), 04018072-1 - 04018072-15. doi:10.1061/(ASCE)CC.1943-5614.0000192
NLM
Oliveira DS de, Raiz V, Carrazedo R. Analysis of RC hollow columns strengthened with GFRP [Internet]. Journal of Composites for Construction. 2019 ; 23( 1): 04018072-1 - 04018072-15.[citado 2024 set. 15 ] Available from: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000192
Vancouver
Oliveira DS de, Raiz V, Carrazedo R. Analysis of RC hollow columns strengthened with GFRP [Internet]. Journal of Composites for Construction. 2019 ; 23( 1): 04018072-1 - 04018072-15.[citado 2024 set. 15 ] Available from: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000192
Artigo de periodico
Equivalent stress-strain law for embedded reinforcements considering bond-slip effects (2018)
Díaz de Teran López, José Ramón; Haach, Vladimir Guilherme
Source: Engineering Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO ARMADO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DÍAZ DE TERAN LÓPEZ, José Ramón e HAACH, Vladimir Guilherme. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects. Engineering Structures, v. 165, n. Ju 2018, p. 247-253, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.03.045. Acesso em: 15 set. 2024.
APA
Díaz de Teran López, J. R., & Haach, V. G. (2018). Equivalent stress-strain law for embedded reinforcements considering bond-slip effects. Engineering Structures, 165( Ju 2018), 247-253. doi:10.1016/j.engstruct.2018.03.045
NLM
Díaz de Teran López JR, Haach VG. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects [Internet]. Engineering Structures. 2018 ; 165( Ju 2018): 247-253.[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2018.03.045
Vancouver
Díaz de Teran López JR, Haach VG. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects [Internet]. Engineering Structures. 2018 ; 165( Ju 2018): 247-253.[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2018.03.045
Artigo de periodico
Concrete Prisms and Cylinders Wrapped by FRP Loaded in Compression with Small Eccentricities (2017)
Carrazedo, Ricardo; Hanai, João Bento de
Source: Journal of Composites for Construction. Unidade: EESC
Subjects: POLÍMEROS (MATERIAIS), CONCRETO ARMADO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRAZEDO, Ricardo e HANAI, João Bento de. Concrete Prisms and Cylinders Wrapped by FRP Loaded in Compression with Small Eccentricities. Journal of Composites for Construction, v. 21, n. 4, p. 04016115-1 - 04016115-14, 2017Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000782. Acesso em: 15 set. 2024.
APA
Carrazedo, R., & Hanai, J. B. de. (2017). Concrete Prisms and Cylinders Wrapped by FRP Loaded in Compression with Small Eccentricities. Journal of Composites for Construction, 21( 4), 04016115-1 - 04016115-14. doi:10.1061/(ASCE)CC.1943-5614.0000782
NLM
Carrazedo R, Hanai JB de. Concrete Prisms and Cylinders Wrapped by FRP Loaded in Compression with Small Eccentricities [Internet]. Journal of Composites for Construction. 2017 ; 21( 4): 04016115-1 - 04016115-14.[citado 2024 set. 15 ] Available from: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000782
Vancouver
Carrazedo R, Hanai JB de. Concrete Prisms and Cylinders Wrapped by FRP Loaded in Compression with Small Eccentricities [Internet]. Journal of Composites for Construction. 2017 ; 21( 4): 04016115-1 - 04016115-14.[citado 2024 set. 15 ] Available from: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000782
Parte de monografia/livro
Failure analysis of reinforced concrete structures subjected to chloride penetration and reinforcements corrosion (2016)
Liberati, Elyson Andrew Pozzo; Nogueira, Caio Gorla; Leonel, Edson Denner ; Chateauneuf, Alaa
Source: Handbook of Materials Failure Analysis With Case Studies from the Chemicals, Concrete, and Power Industries. Unidade: EESC
Subjects: CONCRETO ARMADO, CORROSÃO DOS MATERIAIS, CLORETO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LIBERATI, Elyson Andrew Pozzo et al. Failure analysis of reinforced concrete structures subjected to chloride penetration and reinforcements corrosion. Handbook of Materials Failure Analysis With Case Studies from the Chemicals, Concrete, and Power Industries. Tradução . Kidlington, Oxford, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2016. p. 481 . Disponível em: https://doi.org/10.1016/B978-0-08-100116-5.00005-3. Acesso em: 15 set. 2024.
APA
Liberati, E. A. P., Nogueira, C. G., Leonel, E. D., & Chateauneuf, A. (2016). Failure analysis of reinforced concrete structures subjected to chloride penetration and reinforcements corrosion. In Handbook of Materials Failure Analysis With Case Studies from the Chemicals, Concrete, and Power Industries (p. 481 ). Kidlington, Oxford, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1016/B978-0-08-100116-5.00005-3
NLM
Liberati EAP, Nogueira CG, Leonel ED, Chateauneuf A. Failure analysis of reinforced concrete structures subjected to chloride penetration and reinforcements corrosion [Internet]. In: Handbook of Materials Failure Analysis With Case Studies from the Chemicals, Concrete, and Power Industries. Kidlington, Oxford, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2016. p. 481 .[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/B978-0-08-100116-5.00005-3
Vancouver
Liberati EAP, Nogueira CG, Leonel ED, Chateauneuf A. Failure analysis of reinforced concrete structures subjected to chloride penetration and reinforcements corrosion [Internet]. In: Handbook of Materials Failure Analysis With Case Studies from the Chemicals, Concrete, and Power Industries. Kidlington, Oxford, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2016. p. 481 .[citado 2024 set. 15 ] Available from: https://doi.org/10.1016/B978-0-08-100116-5.00005-3

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