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Artigo de periodico
A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) (2023)
Carvalho, Péricles Rafael Pavão; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: European Journal of Mechanics A : solids. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, VISCOPLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, v. 97, n. Ja 2023, p. 1-20, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.euromechsol.2022.104850. Acesso em: 23 nov. 2025.
APA
Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2023). A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, 97( Ja 2023), 1-20. doi:10.1016/j.euromechsol.2022.104850
NLM
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
Vancouver
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
Artigo de periodico
Recovery strategies, a posteriori error estimation, and local error indication for second-order G/XFEM and FEM (2023)
Bento, Murilo Henrique Campana; Proença, Sérgio Persival Baroncini ; Duarte, Carlos Armando
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ERRO, ESTRUTURAS
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ABNT
BENTO, Murilo Henrique Campana e PROENÇA, Sérgio Persival Baroncini e DUARTE, Carlos Armando. Recovery strategies, a posteriori error estimation, and local error indication for second-order G/XFEM and FEM. International Journal for Numerical Methods in Engineering, p. 1-38, 2023Tradução . . Disponível em: https://doi.org/10.1002/nme.7238. Acesso em: 23 nov. 2025.
APA
Bento, M. H. C., Proença, S. P. B., & Duarte, C. A. (2023). Recovery strategies, a posteriori error estimation, and local error indication for second-order G/XFEM and FEM. International Journal for Numerical Methods in Engineering, 1-38. doi:10.1002/nme.7238
NLM
Bento MHC, Proença SPB, Duarte CA. Recovery strategies, a posteriori error estimation, and local error indication for second-order G/XFEM and FEM [Internet]. International Journal for Numerical Methods in Engineering. 2023 ; 1-38.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1002/nme.7238
Vancouver
Bento MHC, Proença SPB, Duarte CA. Recovery strategies, a posteriori error estimation, and local error indication for second-order G/XFEM and FEM [Internet]. International Journal for Numerical Methods in Engineering. 2023 ; 1-38.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1002/nme.7238
Artigo de periodico
NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level (2023)
Reginato, Luan ; Sousa, Alex Micael Dantas de ; Santos, João Vitor Caldas; El Debs, Mounir Khalil
Source: Buildings. Unidade: EESC
Subjects: CONCRETO ARMADO, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS
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ABNT
REGINATO, Luan et al. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level. Buildings, v. 13, n. 7, p. 1-33, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13071874. Acesso em: 23 nov. 2025.
APA
Reginato, L., Sousa, A. M. D. de, Santos, J. V. C., & El Debs, M. K. (2023). NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level. Buildings, 13( 7), 1-33. doi:10.3390/buildings13071874
NLM
Reginato L, Sousa AMD de, Santos JVC, El Debs MK. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level [Internet]. Buildings. 2023 ; 13( 7): 1-33.[citado 2025 nov. 23 ] Available from: https://doi.org/10.3390/buildings13071874
Vancouver
Reginato L, Sousa AMD de, Santos JVC, El Debs MK. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level [Internet]. Buildings. 2023 ; 13( 7): 1-33.[citado 2025 nov. 23 ] Available from: https://doi.org/10.3390/buildings13071874
Artigo de periodico
Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis (2023)
Nogueira, Rodrigo de Souza ; Icimoto, Felipe Hideyoshi ; Calil Júnior, Carlito ; Lahr, Francisco Antonio Rocco
Source: Maderas. Unidade: EESC
Subjects: SEQUENCIAÇÃO DA PRODUÇÃO, SCHEDULING, GESTÃO DE PROJETOS, SIMULADORES DE VOO, INOVAÇÃO, MADEIRA, MADEIRA, MADEIRA, MADEIRA, ESTRUTURAS DE MADEIRA, LAMINADOS, ESTRUTURAS
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ABNT
NOGUEIRA, Rodrigo de Souza et al. Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis. Maderas, v. 25, n. 5, p. 1-12, 2023Tradução . . Disponível em: https://doi.org/10.4067/s0718-221x2023000100405. Acesso em: 23 nov. 2025.
APA
Nogueira, R. de S., Icimoto, F. H., Calil Júnior, C., & Lahr, F. A. R. (2023). Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis. Maderas, 25( 5), 1-12. doi:10.4067/s0718-221x2023000100405
NLM
Nogueira R de S, Icimoto FH, Calil Júnior C, Lahr FAR. Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis [Internet]. Maderas. 2023 ; 25( 5): 1-12.[citado 2025 nov. 23 ] Available from: https://doi.org/10.4067/s0718-221x2023000100405
Vancouver
Nogueira R de S, Icimoto FH, Calil Júnior C, Lahr FAR. Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis [Internet]. Maderas. 2023 ; 25( 5): 1-12.[citado 2025 nov. 23 ] Available from: https://doi.org/10.4067/s0718-221x2023000100405
Artigo de periodico
Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics (2022)
Rosa, Rosicley Júnio Rodrigues; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
ROSA, Rosicley Júnio Rodrigues e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 392, p. 1-28, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.114622. Acesso em: 23 nov. 2025.
APA
Rosa, R. J. R., Coda, H. B., & Sanches, R. A. K. (2022). Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 392, 1-28. doi:10.1016/j.cma.2022.114622
NLM
Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Vancouver
Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Artigo de periodico
Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species (2022)
Nogueira, Rodrigo de Souza; Moritani, Fabiana Yukiko; Icimoto, Felipe Hideyoshi; Dias, Antônio Alves ; Calil Júnior, Carlito
Source: European Journal of Wood and Wood Products. Unidade: EESC
Subjects: PRODUTOS, MADEIRA, ADESIVOS, ESTRUTURAS
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ABNT
NOGUEIRA, Rodrigo de Souza et al. Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species. European Journal of Wood and Wood Products, p. 1-11, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00107-022-01870-y. Acesso em: 23 nov. 2025.
APA
Nogueira, R. de S., Moritani, F. Y., Icimoto, F. H., Dias, A. A., & Calil Júnior, C. (2022). Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species. European Journal of Wood and Wood Products, 1-11. doi:10.1007/s00107-022-01870-y
NLM
Nogueira R de S, Moritani FY, Icimoto FH, Dias AA, Calil Júnior C. Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species [Internet]. European Journal of Wood and Wood Products. 2022 ; 1-11.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1007/s00107-022-01870-y
Vancouver
Nogueira R de S, Moritani FY, Icimoto FH, Dias AA, Calil Júnior C. Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species [Internet]. European Journal of Wood and Wood Products. 2022 ; 1-11.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1007/s00107-022-01870-y
Artigo de periodico
Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids (2022)
Kishino, Renato Takeo; Kishino, Vitor Hiroshi; Sanches, Rodolfo André Kuche ; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
KISHINO, Renato Takeo et al. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, v. 19, n. 4, p. 1-37, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257010. Acesso em: 23 nov. 2025.
APA
Kishino, R. T., Kishino, V. H., Sanches, R. A. K., & Coda, H. B. (2022). Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, 19( 4), 1-37. doi:10.1590/1679-78257010
NLM
Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1590/1679-78257010
Vancouver
Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1590/1679-78257010
Artigo de periodico
On the ergodicity assumption in Performance-Based engineering (2022)
Beck, André Teófilo ; Bosse, Rúbia Mara; Rodrigues, Isabela Durci
Source: Structural Safety. Unidade: EESC
Subjects: ENGENHARIA, ESTRUTURAS
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ABNT
BECK, André Teófilo e BOSSE, Rúbia Mara e RODRIGUES, Isabela Durci. On the ergodicity assumption in Performance-Based engineering. Structural Safety, v. 97, p. 1-8, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2022.102218. Acesso em: 23 nov. 2025.
APA
Beck, A. T., Bosse, R. M., & Rodrigues, I. D. (2022). On the ergodicity assumption in Performance-Based engineering. Structural Safety, 97, 1-8. doi:10.1016/j.strusafe.2022.102218
NLM
Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.strusafe.2022.102218
Vancouver
Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.strusafe.2022.102218
Artigo de periodico
Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars (2022)
Fernandes Neto, José Anchiêta Damasceno; Sombra,Thomas Nunes; Haach, Vladimir Guilherme ; Correa, Marcio Roberto Silva
Source: Construction and Building Materials. Unidade: EESC
Subjects: ARGAMASSA, FOGO, ALVENARIA ESTRUTURAL, ESTRUTURAS
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ABNT
FERNANDES NETO, José Anchiêta Damasceno et al. Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars. Construction and Building Materials, v. 327, p. 1-20, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2022.126613. Acesso em: 23 nov. 2025.
APA
Fernandes Neto, J. A. D., Sombra, T. N., Haach, V. G., & Correa, M. R. S. (2022). Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars. Construction and Building Materials, 327, 1-20. doi:10.1016/j.conbuildmat.2022.126613
NLM
Fernandes Neto JAD, Sombra TN, Haach VG, Correa MRS. Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars [Internet]. Construction and Building Materials. 2022 ; 327 1-20.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.conbuildmat.2022.126613
Vancouver
Fernandes Neto JAD, Sombra TN, Haach VG, Correa MRS. Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars [Internet]. Construction and Building Materials. 2022 ; 327 1-20.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.conbuildmat.2022.126613
Artigo de periodico
Application of acoustic tests for the mechanical characterization of hollow masonry units (2022)
Sombra,Thomas Nunes; Haach, Vladimir Guilherme
Source: Journal of Materials in Civil Engineering. Unidade: EESC
Subjects: ENSAIOS NÃO DESTRUTIVOS, ACÚSTICA, ALVENARIA ESTRUTURAL, ESTRUTURAS
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ABNT
SOMBRA, Thomas Nunes e HAACH, Vladimir Guilherme. Application of acoustic tests for the mechanical characterization of hollow masonry units. Journal of Materials in Civil Engineering, v. 34, n. 6, p. 1-11, 2022Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)MT.1943-5533.0004224. Acesso em: 23 nov. 2025.
APA
Sombra, T. N., & Haach, V. G. (2022). Application of acoustic tests for the mechanical characterization of hollow masonry units. Journal of Materials in Civil Engineering, 34( 6), 1-11. doi:10.1061/(ASCE)MT.1943-5533.0004224
NLM
Sombra TN, Haach VG. Application of acoustic tests for the mechanical characterization of hollow masonry units [Internet]. Journal of Materials in Civil Engineering. 2022 ; 34( 6): 1-11.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0004224
Vancouver
Sombra TN, Haach VG. Application of acoustic tests for the mechanical characterization of hollow masonry units [Internet]. Journal of Materials in Civil Engineering. 2022 ; 34( 6): 1-11.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0004224
Artigo de periodico
Sensitivity and uncertainty analysis for structural healthmonitoring with crack propagation under random loads: anumerical framework in the frequency domain (2022)
Marques, Denys Eduardo Teixeira; Vandepitte, Dirk; Tita, Volnei
Source: Fatigue & Fracture of Engineering Materials and Structures. Unidade: EESC
Subjects: FADIGA DAS ESTRUTURAS, ESTRUTURAS, ENGENHARIA AERONÁUTICA
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ABNT
MARQUES, Denys Eduardo Teixeira e VANDEPITTE, Dirk e TITA, Volnei. Sensitivity and uncertainty analysis for structural healthmonitoring with crack propagation under random loads: anumerical framework in the frequency domain. Fatigue & Fracture of Engineering Materials and Structures, p. 1-16, 2022Tradução . . Disponível em: https://doi.org/10.1111/ffe.13853. Acesso em: 23 nov. 2025.
APA
Marques, D. E. T., Vandepitte, D., & Tita, V. (2022). Sensitivity and uncertainty analysis for structural healthmonitoring with crack propagation under random loads: anumerical framework in the frequency domain. Fatigue & Fracture of Engineering Materials and Structures, 1-16. doi:10.1111/ffe.13853
NLM
Marques DET, Vandepitte D, Tita V. Sensitivity and uncertainty analysis for structural healthmonitoring with crack propagation under random loads: anumerical framework in the frequency domain [Internet]. Fatigue & Fracture of Engineering Materials and Structures. 2022 ; 1-16.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1111/ffe.13853
Vancouver
Marques DET, Vandepitte D, Tita V. Sensitivity and uncertainty analysis for structural healthmonitoring with crack propagation under random loads: anumerical framework in the frequency domain [Internet]. Fatigue & Fracture of Engineering Materials and Structures. 2022 ; 1-16.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1111/ffe.13853
Artigo de periodico
Alternative multiscale material and structures modeling by the finite-element method (2022)
Coda, Humberto Breves ; Sanches, Rodolfo André Kuche ; Paccola, Rodrigo Ribeiro
Source: Engineering with Computers. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA, ESTRUTURAS
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ABNT
CODA, Humberto Breves e SANCHES, Rodolfo André Kuche e PACCOLA, Rodrigo Ribeiro. Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, v. 38, p. S311-S329, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00366-020-01148-y. Acesso em: 23 nov. 2025.
APA
Coda, H. B., Sanches, R. A. K., & Paccola, R. R. (2022). Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, 38, S311-S329. doi:10.1007/s00366-020-01148-y
NLM
Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1007/s00366-020-01148-y
Vancouver
Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1007/s00366-020-01148-y
Artigo de periodico
A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach (2021)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAREDES, ESTRUTURAS
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ABNT
SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, v. 18, n. 2, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256253. Acesso em: 23 nov. 2025.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, 18( 2), 1-24. doi:10.1590/1679-78256253
NLM
Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1590/1679-78256253
Vancouver
Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1590/1679-78256253
Artigo de periodico
Monitoring of ultrasonic velocity in concrete specimens during compressive loading-unloading cycles (2021)
Gondim, Rafaella Moreira Lima; Haach, Vladimir Guilherme
Source: Construction and Building Materials. Unidade: EESC
Subjects: ENSAIOS NÃO DESTRUTIVOS, ULTRASSOM, CONCRETO, ESTRUTURAS
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ABNT
GONDIM, Rafaella Moreira Lima e HAACH, Vladimir Guilherme. Monitoring of ultrasonic velocity in concrete specimens during compressive loading-unloading cycles. Construction and Building Materials, v. 302, p. 1-7, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2021.124218. Acesso em: 23 nov. 2025.
APA
Gondim, R. M. L., & Haach, V. G. (2021). Monitoring of ultrasonic velocity in concrete specimens during compressive loading-unloading cycles. Construction and Building Materials, 302, 1-7. doi:10.1016/j.conbuildmat.2021.124218
NLM
Gondim RML, Haach VG. Monitoring of ultrasonic velocity in concrete specimens during compressive loading-unloading cycles [Internet]. Construction and Building Materials. 2021 ; 302 1-7.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.conbuildmat.2021.124218
Vancouver
Gondim RML, Haach VG. Monitoring of ultrasonic velocity in concrete specimens during compressive loading-unloading cycles [Internet]. Construction and Building Materials. 2021 ; 302 1-7.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.conbuildmat.2021.124218
Artigo de periodico
Assessment of design codes for the in-service behaviour of steel-concrete composite slabs (2021)
Oliveira, Lucas Antônio Morais; Borghi, Tainá Mascarenhas; Rodrigues, Yury Ouriques; El Debs, Ana Lúcia Homce de Cresce
Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Subjects: ESTRUTURAS MISTAS, CONCRETO, AÇO, ESTRUTURAS
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ABNT
OLIVEIRA, Lucas Antônio Morais et al. Assessment of design codes for the in-service behaviour of steel-concrete composite slabs. Revista IBRACON de Estruturas e Materiais, v. 14, n. 5, p. 1-22, 2021Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952021000500001. Acesso em: 23 nov. 2025.
APA
Oliveira, L. A. M., Borghi, T. M., Rodrigues, Y. O., & El Debs, A. L. H. de C. (2021). Assessment of design codes for the in-service behaviour of steel-concrete composite slabs. Revista IBRACON de Estruturas e Materiais, 14( 5), 1-22. doi:10.1590/S1983-41952021000500001
NLM
Oliveira LAM, Borghi TM, Rodrigues YO, El Debs ALH de C. Assessment of design codes for the in-service behaviour of steel-concrete composite slabs [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 5): 1-22.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1590/S1983-41952021000500001
Vancouver
Oliveira LAM, Borghi TM, Rodrigues YO, El Debs ALH de C. Assessment of design codes for the in-service behaviour of steel-concrete composite slabs [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 5): 1-22.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1590/S1983-41952021000500001
Artigo de periodico
Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints (2021)
Silva, Gustavo Assis da; Aage, Niels; Beck, André Teófilo ; Sigmund, Ole
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: MANUFATURA ADITIVA, TOPOLOGIA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo Assis da et al. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, v. 122, p. 548-578, 2021Tradução . . Disponível em: https://doi.org/10.1002/nme.6548. Acesso em: 23 nov. 2025.
APA
Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, 122, 548-578. doi:10.1002/nme.6548
NLM
Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1002/nme.6548
Vancouver
Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1002/nme.6548
Artigo de periodico
Análise probabilística da vida útil de lajes de concreto armado sujeitas à corrosão por carbonatação via simulação de Monte Carlo (2021)
Félix, Emerson Felipe; Carrazedo, Rogério
Source: Revista Matéria. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FÉLIX, Emerson Felipe e CARRAZEDO, Rogério. Análise probabilística da vida útil de lajes de concreto armado sujeitas à corrosão por carbonatação via simulação de Monte Carlo. Revista Matéria, v. 26, n. 3, p. [1-15], 2021Tradução . . Disponível em: https://doi.org/10.1590/S1517-707620210003.13043. Acesso em: 23 nov. 2025.
APA
Félix, E. F., & Carrazedo, R. (2021). Análise probabilística da vida útil de lajes de concreto armado sujeitas à corrosão por carbonatação via simulação de Monte Carlo. Revista Matéria, 26( 3), [1-15]. doi:10.1590/S1517-707620210003.13043
NLM
Félix EF, Carrazedo R. Análise probabilística da vida útil de lajes de concreto armado sujeitas à corrosão por carbonatação via simulação de Monte Carlo [Internet]. Revista Matéria. 2021 ; 26( 3): [1-15].[citado 2025 nov. 23 ] Available from: https://doi.org/10.1590/S1517-707620210003.13043
Vancouver
Félix EF, Carrazedo R. Análise probabilística da vida útil de lajes de concreto armado sujeitas à corrosão por carbonatação via simulação de Monte Carlo [Internet]. Revista Matéria. 2021 ; 26( 3): [1-15].[citado 2025 nov. 23 ] Available from: https://doi.org/10.1590/S1517-707620210003.13043
Artigo de periodico
A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations (2021)
Fernandes, Jeferson Wilian Dossa; Sanches, Rodolfo André Kuche ; Barbarulo, Andrea
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: DINÂMICA DOS FLUÍDOS COMPUTACIONAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERNANDES, Jeferson Wilian Dossa e SANCHES, Rodolfo André Kuche e BARBARULO, Andrea. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations. Computer Methods in Applied Mechanics and Engineering, v. 386, p. 1-22, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2021.114102. Acesso em: 23 nov. 2025.
APA
Fernandes, J. W. D., Sanches, R. A. K., & Barbarulo, A. (2021). A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations. Computer Methods in Applied Mechanics and Engineering, 386, 1-22. doi:10.1016/j.cma.2021.114102
NLM
Fernandes JWD, Sanches RAK, Barbarulo A. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 386 1-22.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
Vancouver
Fernandes JWD, Sanches RAK, Barbarulo A. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 386 1-22.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
Artigo de periodico
Evaluation of elastic anisotropic relations for plain concrete using ultrasound and impact acoustic tests (2021)
Haach, Vladimir Guilherme ; Carrazedo, Ricardo ; Ribeiro, Paula de Oliveira ; Ferreira, Luiz Paulo Alves; Abe, Izadora Pivotto
Source: Journal of Materials in Civil Engineering. Unidade: EESC
Subjects: ULTRASSOM, ALGORITMOS GENÉTICOS, CONCRETO, ENSAIOS NÃO DESTRUTIVOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
HAACH, Vladimir Guilherme et al. Evaluation of elastic anisotropic relations for plain concrete using ultrasound and impact acoustic tests. Journal of Materials in Civil Engineering, v. 33, n. 2, p. 1-14, 2021Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003562. Acesso em: 23 nov. 2025.
APA
Haach, V. G., Carrazedo, R., Ribeiro, P. de O., Ferreira, L. P. A., & Abe, I. P. (2021). Evaluation of elastic anisotropic relations for plain concrete using ultrasound and impact acoustic tests. Journal of Materials in Civil Engineering, 33( 2), 1-14. doi:10.1061/(ASCE)MT.1943-5533.0003562
NLM
Haach VG, Carrazedo R, Ribeiro P de O, Ferreira LPA, Abe IP. Evaluation of elastic anisotropic relations for plain concrete using ultrasound and impact acoustic tests [Internet]. Journal of Materials in Civil Engineering. 2021 ; 33( 2): 1-14.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003562
Vancouver
Haach VG, Carrazedo R, Ribeiro P de O, Ferreira LPA, Abe IP. Evaluation of elastic anisotropic relations for plain concrete using ultrasound and impact acoustic tests [Internet]. Journal of Materials in Civil Engineering. 2021 ; 33( 2): 1-14.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003562
Artigo de periodico
Local versus global stress constraint strategies in topology optimization: a comparative study (2021)
Silva, Gustavo Assis da; Aage, Niels; Beck, André Teófilo ; Sigmund, Ole
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo Assis da et al. Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, p. 1-34, 2021Tradução . . Disponível em: https://doi.org/10.1002/nme.6781. Acesso em: 23 nov. 2025.
APA
Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, 1-34. doi:10.1002/nme.6781
NLM
Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1002/nme.6781
Vancouver
Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2025 nov. 23 ] Available from: https://doi.org/10.1002/nme.6781

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