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Artigo de periodico
Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation (2024)
Santos, Wanderson Ferreira dos; Lopes, Igor A. Rodrigues; Pires, Francisco M. Andrade; Proença, Sérgio Persival Baroncini
Source: International Journal of Solids and Structures. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
SANTOS, Wanderson Ferreira dos et al. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation. International Journal of Solids and Structures, v. 292, p. 1-31, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724. Acesso em: 25 jul. 2024.
APA
Santos, W. F. dos, Lopes, I. A. R., Pires, F. M. A., & Proença, S. P. B. (2024). Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation. International Journal of Solids and Structures, 292, 1-31. doi:10.1016/j.ijsolstr.2024.112724
NLM
Santos WF dos, Lopes IAR, Pires FMA, Proença SPB. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation [Internet]. International Journal of Solids and Structures. 2024 ; 292 1-31.[citado 2024 jul. 25 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724
Vancouver
Santos WF dos, Lopes IAR, Pires FMA, Proença SPB. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation [Internet]. International Journal of Solids and Structures. 2024 ; 292 1-31.[citado 2024 jul. 25 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724
Artigo de periodico
A particle-position-based finite element formulation for free-surface flows with topological changes (2024)
Avancini, Giovane; Franci, Alessandro; Idelsohn, Sergio; Sanches, Rodolfo André Kuche
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESCOAMENTO, MECÂNICA DOS FLUÍDOS, ESTRUTURAS
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ABNT
AVANCINI, Giovane et al. A particle-position-based finite element formulation for free-surface flows with topological changes. Computer Methods in Applied Mechanics and Engineering, v. 429, p. 1-26, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.117118. Acesso em: 25 jul. 2024.
APA
Avancini, G., Franci, A., Idelsohn, S., & Sanches, R. A. K. (2024). A particle-position-based finite element formulation for free-surface flows with topological changes. Computer Methods in Applied Mechanics and Engineering, 429, 1-26. doi:10.1016/j.cma.2024.117118
NLM
Avancini G, Franci A, Idelsohn S, Sanches RAK. A particle-position-based finite element formulation for free-surface flows with topological changes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 429 1-26.[citado 2024 jul. 25 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118
Vancouver
Avancini G, Franci A, Idelsohn S, Sanches RAK. A particle-position-based finite element formulation for free-surface flows with topological changes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 429 1-26.[citado 2024 jul. 25 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118
Artigo de periodico
An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics (2024)
Rocha, Matheus; Trevelyan, John; Leonel, Edson Denner
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
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ABNT
ROCHA, Matheus e TREVELYAN, John e LEONEL, Edson Denner. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 423, p. 1-33, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.116872. Acesso em: 25 jul. 2024.
APA
Rocha, M., Trevelyan, J., & Leonel, E. D. (2024). An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 423, 1-33. doi:10.1016/j.cma.2024.116872
NLM
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2024 jul. 25 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
Vancouver
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2024 jul. 25 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
Artigo de periodico
The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach (2024)
Almeida, Luis Philipe Ribeiro; Leonel, Edson Denner
Source: International Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, ESTRUTURAS
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ABNT
ALMEIDA, Luis Philipe Ribeiro e LEONEL, Edson Denner. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach. International Journal of Solids and Structures, v. 286-287, p. 1-14, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595. Acesso em: 25 jul. 2024.
APA
Almeida, L. P. R., & Leonel, E. D. (2024). The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach. International Journal of Solids and Structures, 286-287, 1-14. doi:10.1016/j.ijsolstr.2023.112595
NLM
Almeida LPR, Leonel ED. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach [Internet]. International Journal of Solids and Structures. 2024 ; 286-287 1-14.[citado 2024 jul. 25 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
Vancouver
Almeida LPR, Leonel ED. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach [Internet]. International Journal of Solids and Structures. 2024 ; 286-287 1-14.[citado 2024 jul. 25 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
Artigo de periodico
Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements (2024)
Teodoro, Chiara Pinheiro; Carrazedo, Rogério
Source: Materials and Structures. Unidade: EESC
Subjects: 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: 25 jul. 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 jul. 25 ] 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 jul. 25 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
Artigo de periodico
Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method (2023)
Andrade, Heider de Castro e; Trevelyan, J.; Leonel, Edson Denner
Source: Theoretical and Applied Fracture Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, TENSÃO ESTRUTURAL, ESTRUTURAS
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ABNT
ANDRADE, Heider de Castro e e TREVELYAN, J. e LEONEL, Edson Denner. Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method. Theoretical and Applied Fracture Mechanics, v. 127, p. 1-21, 2023Tradução . . Disponível em: https://dx.doi.org/10.1016/j.tafmec.2023.104091. Acesso em: 25 jul. 2024.
APA
Andrade, H. de C. e, Trevelyan, J., & Leonel, E. D. (2023). Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method. Theoretical and Applied Fracture Mechanics, 127, 1-21. doi:10.1016/j.tafmec.2023.104091
NLM
Andrade H de C e, Trevelyan J, Leonel ED. Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 127 1-21.[citado 2024 jul. 25 ] Available from: https://dx.doi.org/10.1016/j.tafmec.2023.104091
Vancouver
Andrade H de C e, Trevelyan J, Leonel ED. Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 127 1-21.[citado 2024 jul. 25 ] Available from: https://dx.doi.org/10.1016/j.tafmec.2023.104091
Artigo de periodico
Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle (2023)
Garzon, J; Ramos, C.S.; Bento, M. H. C.; Proença, Sérgio Persival Baroncini ; Duarte, C. A.
Source: Theoretical and Applied Fracture Mechanics. Unidade: EESC
Subjects: FRATURA DAS ESTRUTURAS, VISCOELASTICIDADE DAS ESTRUTURAS, TRANSFORMADA DE LAPLACE, ESTRUTURAS
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ABNT
GARZON, J et al. Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle. Theoretical and Applied Fracture Mechanics, v. 124, p. 1-24, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.tafmec.2023.103759. Acesso em: 25 jul. 2024.
APA
Garzon, J., Ramos, C. S., Bento, M. H. C., Proença, S. P. B., & Duarte, C. A. (2023). Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle. Theoretical and Applied Fracture Mechanics, 124, 1-24. doi:10.1016/j.tafmec.2023.103759
NLM
Garzon J, Ramos CS, Bento MHC, Proença SPB, Duarte CA. Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 124 1-24.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.tafmec.2023.103759
Vancouver
Garzon J, Ramos CS, Bento MHC, Proença SPB, Duarte CA. Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 124 1-24.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.tafmec.2023.103759
Artigo de periodico
Construction of invariant relations of n symmetric second-order tensors (2023)
Aguiar, Adair Roberto ; Rocha, Gabriel Lopes da
Source: Journal of Elasticity. Unidade: EESC
Subjects: MECÂNICA DAS ESTRUTURAS, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
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ABNT
AGUIAR, Adair Roberto e ROCHA, Gabriel Lopes da. Construction of invariant relations of n symmetric second-order tensors. Journal of Elasticity, p. 1-16, 2023Tradução . . Disponível em: https://doi.org/10.1007/s10659-023-10031-y. Acesso em: 25 jul. 2024.
APA
Aguiar, A. R., & Rocha, G. L. da. (2023). Construction of invariant relations of n symmetric second-order tensors. Journal of Elasticity, 1-16. doi:10.1007/s10659-023-10031-y
NLM
Aguiar AR, Rocha GL da. Construction of invariant relations of n symmetric second-order tensors [Internet]. Journal of Elasticity. 2023 ; 1-16.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1007/s10659-023-10031-y
Vancouver
Aguiar AR, Rocha GL da. Construction of invariant relations of n symmetric second-order tensors [Internet]. Journal of Elasticity. 2023 ; 1-16.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1007/s10659-023-10031-y
Artigo de periodico
Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics (2022)
Bento, Murilo Eduardo Casteroba; Proença, Sérgio Persival Baroncini ; Duarte, C. A.
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ROBUSTEZ, ESTRUTURAS
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ABNT
BENTO, Murilo Eduardo Casteroba e PROENÇA, Sérgio Persival Baroncini e DUARTE, C. A. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 394, p. 1-24, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.114917. Acesso em: 25 jul. 2024.
APA
Bento, M. E. C., Proença, S. P. B., & Duarte, C. A. (2022). Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 394, 1-24. doi:10.1016/j.cma.2022.114917
NLM
Bento MEC, Proença SPB, Duarte CA. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 394 1-24.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
Vancouver
Bento MEC, Proença SPB, Duarte CA. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 394 1-24.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
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: 25 jul. 2024.
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 2024 jul. 25 ] 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 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Artigo de periodico
Determination of material properties of a linearly elastic peridynamic material (2022)
Aguiar, Adair Roberto; Seitenfuss, Alan Bourscheidt
Source: Journal of Elasticity. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
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ABNT
AGUIAR, Adair Roberto e SEITENFUSS, Alan Bourscheidt. Determination of material properties of a linearly elastic peridynamic material. Journal of Elasticity, v. 27, n. 6, p. 1069-1091, 2022Tradução . . Disponível em: https://doi.org/10.1177/10812865211051406. Acesso em: 25 jul. 2024.
APA
Aguiar, A. R., & Seitenfuss, A. B. (2022). Determination of material properties of a linearly elastic peridynamic material. Journal of Elasticity, 27( 6), 1069-1091. doi:10.1177/10812865211051406
NLM
Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Journal of Elasticity. 2022 ; 27( 6): 1069-1091.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1177/10812865211051406
Vancouver
Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Journal of Elasticity. 2022 ; 27( 6): 1069-1091.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1177/10812865211051406
Artigo de periodico
Generation of ultrasonic tomography from time-domain propagation spectrum (2022)
Santos, Danilo Pereira dos; Haach, Vladimir Guilherme
Source: Ultrasonics. Unidade: EESC
Subjects: ULTRASSONOGRAFIA, ENSAIOS NÃO DESTRUTIVOS, TOMOGRAFIA, CONCRETO, ESTRUTURAS
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ABNT
SANTOS, Danilo Pereira dos e HAACH, Vladimir Guilherme. Generation of ultrasonic tomography from time-domain propagation spectrum. Ultrasonics, v. 120, p. 1-12, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ultras.2021.106666. Acesso em: 25 jul. 2024.
APA
Santos, D. P. dos, & Haach, V. G. (2022). Generation of ultrasonic tomography from time-domain propagation spectrum. Ultrasonics, 120, 1-12. doi:10.1016/j.ultras.2021.106666
NLM
Santos DP dos, Haach VG. Generation of ultrasonic tomography from time-domain propagation spectrum [Internet]. Ultrasonics. 2022 ; 120 1-12.[citado 2024 jul. 25 ] Available from: http://dx.doi.org/10.1016/j.ultras.2021.106666
Vancouver
Santos DP dos, Haach VG. Generation of ultrasonic tomography from time-domain propagation spectrum [Internet]. Ultrasonics. 2022 ; 120 1-12.[citado 2024 jul. 25 ] Available from: http://dx.doi.org/10.1016/j.ultras.2021.106666
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: 25 jul. 2024.
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 2024 jul. 25 ] 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 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.conbuildmat.2022.126613
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: 25 jul. 2024.
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 2024 jul. 25 ] 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 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.conbuildmat.2021.124218
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
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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: 25 jul. 2024.
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 2024 jul. 25 ] 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 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
Artigo de periodico
Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators (2021)
Vieira, Hiparco Lins; Beck, André Teófilo ; Silva, Maíra Martins da
Source: Meccanica: An International Journal of Theoretical and Applied Mmechanics. Unidade: EESC
Subjects: MÉTODO DE MONTE CARLO, MANIPULADORES MECÂNICOS, ANÁLISE DE INTERVALOS, FALHA, ENGENHARIA MECÂNICA
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ABNT
VIEIRA, Hiparco Lins e BECK, André Teófilo e SILVA, Maíra Martins da. Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators. Meccanica: An International Journal of Theoretical and Applied Mmechanics, p. 1-15, 2021Tradução . . Disponível em: https://doi.org/10.1007/s11012-021-01359-7. Acesso em: 25 jul. 2024.
APA
Vieira, H. L., Beck, A. T., & Silva, M. M. da. (2021). Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators. Meccanica: An International Journal of Theoretical and Applied Mmechanics, 1-15. doi:10.1007/s11012-021-01359-7
NLM
Vieira HL, Beck AT, Silva MM da. Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators [Internet]. Meccanica: An International Journal of Theoretical and Applied Mmechanics. 2021 ; 1-15.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1007/s11012-021-01359-7
Vancouver
Vieira HL, Beck AT, Silva MM da. Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators [Internet]. Meccanica: An International Journal of Theoretical and Applied Mmechanics. 2021 ; 1-15.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1007/s11012-021-01359-7
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
Source: Construction and Building Materials. Unidade: EESC
Subjects: REDES NEURAIS, INTELIGÊNCIA ARTIFICIAL, CARBONATAÇÃO, CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 25 jul. 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 jul. 25 ] 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 jul. 25 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121050
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 25 jul. 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 jul. 25 ] 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 jul. 25 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121188
Artigo de periodico
On the existence of rotationally symmetric solution of a constrained minimization problem of elasticity (2021)
Aguiar, Adair Roberto ; Rocha, Lucas Almeida
Source: Journal of Elasticity. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ELASTICIDADE, MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AGUIAR, Adair Roberto e ROCHA, Lucas Almeida. On the existence of rotationally symmetric solution of a constrained minimization problem of elasticity. Journal of Elasticity, v. 147, p. 1-32, 2021Tradução . . Disponível em: https://doi.org/10.1007/s10659-021-09863-3. Acesso em: 25 jul. 2024.
APA
Aguiar, A. R., & Rocha, L. A. (2021). On the existence of rotationally symmetric solution of a constrained minimization problem of elasticity. Journal of Elasticity, 147, 1-32. doi:10.1007/s10659-021-09863-3
NLM
Aguiar AR, Rocha LA. On the existence of rotationally symmetric solution of a constrained minimization problem of elasticity [Internet]. Journal of Elasticity. 2021 ; 147 1-32.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1007/s10659-021-09863-3
Vancouver
Aguiar AR, Rocha LA. On the existence of rotationally symmetric solution of a constrained minimization problem of elasticity [Internet]. Journal of Elasticity. 2021 ; 147 1-32.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1007/s10659-021-09863-3
Artigo de periodico
Circular vs. linear economy of building materials: a case study for particleboards made of recycled wood and biopolymer vs. conventional particleboards (2021)
Silva, Vitor Uemura da; Nascimento, Maria Fátima; Oliveira, Pablo Resende; Panzera, Túlio Hallak ; Rezende, Marilia Oliveira; Silva, Diogo Aparecido Lopes; Aquino, Vinicius Borges de Moura ; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: Construction and Building Materials. Unidade: EESC
Subjects: ECONOMIA CIRCULAR, CICLO DE VIDA, PAINÉIS, MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Vitor Uemura da et al. Circular vs. linear economy of building materials: a case study for particleboards made of recycled wood and biopolymer vs. conventional particleboards. Construction and Building Materials, v. 285, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2021.122906. Acesso em: 25 jul. 2024.
APA
Silva, V. U. da, Nascimento, M. F., Oliveira, P. R., Panzera, T. H., Rezende, M. O., Silva, D. A. L., et al. (2021). Circular vs. linear economy of building materials: a case study for particleboards made of recycled wood and biopolymer vs. conventional particleboards. Construction and Building Materials, 285, 1-17. doi:10.1016/j.conbuildmat.2021.122906
NLM
Silva VU da, Nascimento MF, Oliveira PR, Panzera TH, Rezende MO, Silva DAL, Aquino VB de M, Lahr FAR, Christoforo AL. Circular vs. linear economy of building materials: a case study for particleboards made of recycled wood and biopolymer vs. conventional particleboards [Internet]. Construction and Building Materials. 2021 ; 285 1-17.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.conbuildmat.2021.122906
Vancouver
Silva VU da, Nascimento MF, Oliveira PR, Panzera TH, Rezende MO, Silva DAL, Aquino VB de M, Lahr FAR, Christoforo AL. Circular vs. linear economy of building materials: a case study for particleboards made of recycled wood and biopolymer vs. conventional particleboards [Internet]. Construction and Building Materials. 2021 ; 285 1-17.[citado 2024 jul. 25 ] Available from: https://doi.org/10.1016/j.conbuildmat.2021.122906

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