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  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: CONCRETO REFORÇADO COM FIBRAS, TENSÃO ESTRUTURAL, HOMOGENEIZAÇÃO, ESTRUTURAS

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      RIBEIRO, Paula O. et al. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization. Construction and Building Materials, v. 440, p. 1-16, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304. Acesso em: 05 ago. 2024.
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      Ribeiro, P. O., Carrazedo, R., Oliveira, C. O. e, & Krahl, P. A. (2024). Orthotropic elastic properties for UHPFRC based on two-phase model homogenization. Construction and Building Materials, 440, 1-16. doi:10.1016/j.conbuildmat.2024.137304
    • NLM

      Ribeiro PO, Carrazedo R, Oliveira CO e, Krahl PA. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization [Internet]. Construction and Building Materials. 2024 ; 440 1-16.[citado 2024 ago. 05 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
    • Vancouver

      Ribeiro PO, Carrazedo R, Oliveira CO e, Krahl PA. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization [Internet]. Construction and Building Materials. 2024 ; 440 1-16.[citado 2024 ago. 05 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
  • Source: Materials and Structures. Unidade: EESC

    Subjects: DANO, CORROSÃO, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS

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      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: 05 ago. 2024.
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      Teodoro, C. P., & Carrazedo, R. (2024). Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, 57( Ju 2024), 1-17. doi:10.1617/s11527-024-02386-y
    • NLM

      Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 ago. 05 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
    • Vancouver

      Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 ago. 05 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESCOAMENTO, MECÂNICA DOS FLUÍDOS, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: ULTRASSOM, TOMOGRAFIA, CONCRETO, ESTRUTURAS

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      ANONI, Lara Guizi e HAACH, Vladimir Guilherme e KHAZANOVICH, Lev. Image reconstruction in concrete ultrasound tomography: a systematic review. Construction and Building Materials, v. 441, p. 1-15, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.conbuildmat.2024.137472. Acesso em: 05 ago. 2024.
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      Anoni, L. G., Haach, V. G., & Khazanovich, L. (2024). Image reconstruction in concrete ultrasound tomography: a systematic review. Construction and Building Materials, 441, 1-15. doi:10.1016/j.conbuildmat.2024.137472
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      Anoni LG, Haach VG, Khazanovich L. Image reconstruction in concrete ultrasound tomography: a systematic review [Internet]. Construction and Building Materials. 2024 ; 441 1-15.[citado 2024 ago. 05 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137472
    • Vancouver

      Anoni LG, Haach VG, Khazanovich L. Image reconstruction in concrete ultrasound tomography: a systematic review [Internet]. Construction and Building Materials. 2024 ; 441 1-15.[citado 2024 ago. 05 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137472
  • Source: Theoretical and Applied Fracture Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, TENSÃO ESTRUTURAL, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://dx.doi.org/10.1016/j.tafmec.2023.104091
  • Source: Theoretical and Applied Fracture Mechanics. Unidade: EESC

    Subjects: FRATURA DAS ESTRUTURAS, VISCOELASTICIDADE DAS ESTRUTURAS, TRANSFORMADA DE LAPLACE, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://doi.org/10.1016/j.tafmec.2023.103759
  • Source: Journal of Elasticity. Unidade: EESC

    Subjects: MECÂNICA DAS ESTRUTURAS, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      Aguiar AR, Rocha GL da. Construction of invariant relations of n symmetric second-order tensors [Internet]. Journal of Elasticity. 2023 ; 1-16.[citado 2024 ago. 05 ] 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 ago. 05 ] Available from: https://doi.org/10.1007/s10659-023-10031-y
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ROBUSTEZ, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
  • Source: Journal of Elasticity. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://doi.org/10.1177/10812865211051406
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: ARGAMASSA, FOGO, ALVENARIA ESTRUTURAL, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://doi.org/10.1016/j.conbuildmat.2022.126613
  • Source: Ultrasonics. Unidade: EESC

    Subjects: ULTRASSONOGRAFIA, ENSAIOS NÃO DESTRUTIVOS, TOMOGRAFIA, CONCRETO, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      Santos DP dos, Haach VG. Generation of ultrasonic tomography from time-domain propagation spectrum [Internet]. Ultrasonics. 2022 ; 120 1-12.[citado 2024 ago. 05 ] 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 ago. 05 ] Available from: http://dx.doi.org/10.1016/j.ultras.2021.106666
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: DINÂMICA DOS FLUÍDOS COMPUTACIONAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: ENSAIOS NÃO DESTRUTIVOS, ULTRASSOM, CONCRETO, ESTRUTURAS

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      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: 05 ago. 2024.
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      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
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      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 ago. 05 ] Available from: https://doi.org/10.1016/j.conbuildmat.2021.124218
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      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 ago. 05 ] Available from: https://doi.org/10.1016/j.conbuildmat.2021.124218
  • 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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      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: 05 ago. 2024.
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      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 ago. 05 ] 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 ago. 05 ] Available from: https://doi.org/10.1007/s11012-021-01359-7
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS

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      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: 05 ago. 2024.
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      Krahl, P. A., Gidrão, G. de M. S., Bessan Neto, R., & Carrazedo, R. (2021). Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC. Construction and Building Materials, 266, 1-10. doi:10.1016/j.conbuildmat.2020.121188
    • NLM

      Krahl PA, Gidrão G de MS, Bessan Neto R, Carrazedo R. Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC [Internet]. Construction and Building Materials. 2021 ; 266 1-10.[citado 2024 ago. 05 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121188
    • Vancouver

      Krahl PA, Gidrão G de MS, Bessan Neto R, Carrazedo R. Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC [Internet]. Construction and Building Materials. 2021 ; 266 1-10.[citado 2024 ago. 05 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121188
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: REDES NEURAIS, INTELIGÊNCIA ARTIFICIAL, CARBONATAÇÃO, CONCRETO

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      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: 05 ago. 2024.
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      Félix, E. F., Carrazedo, R., & Possan, E. (2021). Carbonation model for fly ash concrete based on artificial neural network: development and parametric analysis. Construction and Building Materials, 266, 1-13. doi:10.1016/j.conbuildmat.2020.121050
    • NLM

      Félix EF, Carrazedo R, Possan E. Carbonation model for fly ash concrete based on artificial neural network: development and parametric analysis [Internet]. Construction and Building Materials. 2021 ; 266 1-13.[citado 2024 ago. 05 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121050
    • Vancouver

      Félix EF, Carrazedo R, Possan E. Carbonation model for fly ash concrete based on artificial neural network: development and parametric analysis [Internet]. Construction and Building Materials. 2021 ; 266 1-13.[citado 2024 ago. 05 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121050

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