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  • Source: Composite Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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    • ABNT

      SOUZA, Vinicius de Barros e FANTUZZI, Nicholas e CODA, Humberto Breves. A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates. Composite Structures, v. 371, p. 1-25, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.compstruct.2025.119412. Acesso em: 17 nov. 2025.
    • APA

      Souza, V. de B., Fantuzzi, N., & Coda, H. B. (2025). A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates. Composite Structures, 371, 1-25. doi:10.1016/j.compstruct.2025.119412
    • NLM

      Souza V de B, Fantuzzi N, Coda HB. A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates [Internet]. Composite Structures. 2025 ; 371 1-25.[citado 2025 nov. 17 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2025.119412
    • Vancouver

      Souza V de B, Fantuzzi N, Coda HB. A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates [Internet]. Composite Structures. 2025 ; 371 1-25.[citado 2025 nov. 17 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2025.119412
  • Source: Composite Structures. Unidade: EESC

    Subjects: VIGAS, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, TENSÃO ESTRUTURAL, ESTRUTURAS

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    • ABNT

      CODA, Humberto Breves e BERNARDO, Caio César La-Cava Gonçalves e PACCOLA, Rodrigo Ribeiro. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, v. 292, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2022.115606. Acesso em: 17 nov. 2025.
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      Coda, H. B., Bernardo, C. C. L. -C. G., & Paccola, R. R. (2022). A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, 292, 1-17. doi:10.1016/j.compstruct.2022.115606
    • NLM

      Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
    • Vancouver

      Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
  • Source: Composite Structures. Unidade: EESC

    Subjects: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO REFORÇADO COM FIBRAS, CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS

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      RIBEIRO, Paula de Oliveira e KRAHL, Pablo Augusto e CARRAZEDO, Ricardo. Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC. Composite Structures, v. 280, p. 1-14, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.compstruct.2021.114933. Acesso em: 17 nov. 2025.
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      Ribeiro, P. de O., Krahl, P. A., & Carrazedo, R. (2022). Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC. Composite Structures, 280, 1-14. doi:10.1016/j.compstruct.2021.114933
    • NLM

      Ribeiro P de O, Krahl PA, Carrazedo R. Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC [Internet]. Composite Structures. 2022 ; 280 1-14.[citado 2025 nov. 17 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2021.114933
    • Vancouver

      Ribeiro P de O, Krahl PA, Carrazedo R. Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC [Internet]. Composite Structures. 2022 ; 280 1-14.[citado 2025 nov. 17 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2021.114933
  • Source: Composite Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAINÉIS SANDWICH, ESTRUTURAS

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    • ABNT

      CARRAZEDO, Rogério et al. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, v. 244, p. 1-16, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112254. Acesso em: 17 nov. 2025.
    • APA

      Carrazedo, R., Paccola, R. R., Coda, H. B., & Salomão, R. (2020). Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, 244, 1-16. doi:10.1016/j.compstruct.2020.112254
    • NLM

      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
    • Vancouver

      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
  • Source: Composite Structures. Unidade: EESC

    Subjects: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO ARMADO COM FIBRAS, VIGAS PRÉ-MOLDADAS, ESTRUTURAS

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      KRAHL, Pablo Augusto et al. Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables. Composite Structures, v. 209, p. 652-667, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2018.11.002. Acesso em: 17 nov. 2025.
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      Krahl, P. A., Martins, D. de O., Carrazedo, R., Silva, I. da, & El Debs, M. K. (2019). Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables. Composite Structures, 209, 652-667. doi:10.1016/j.compstruct.2018.11.002
    • NLM

      Krahl PA, Martins D de O, Carrazedo R, Silva I da, El Debs MK. Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables [Internet]. Composite Structures. 2019 ; 209 652-667.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2018.11.002
    • Vancouver

      Krahl PA, Martins D de O, Carrazedo R, Silva I da, El Debs MK. Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables [Internet]. Composite Structures. 2019 ; 209 652-667.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2018.11.002
  • Source: Composite Structures. Unidade: EESC

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

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    • ABNT

      CARRAZEDO, Rogério e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells. Composite Structures, v. 200, p. 849-863, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2018.06.009. Acesso em: 17 nov. 2025.
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      Carrazedo, R., Paccola, R. R., & Coda, H. B. (2018). Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells. Composite Structures, 200, 849-863. doi:10.1016/j.compstruct.2018.06.009
    • NLM

      Carrazedo R, Paccola RR, Coda HB. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells [Internet]. Composite Structures. 2018 ; 200 849-863.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2018.06.009
    • Vancouver

      Carrazedo R, Paccola RR, Coda HB. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells [Internet]. Composite Structures. 2018 ; 200 849-863.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2018.06.009
  • Source: Composite Structures. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, LAMINADOS, PLACAS, ESTRUTURAS

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    • ABNT

      CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro e CARRAZEDO, Rogério. Zig-Zag effect without degrees of freedom in linear and non linear analysis of laminated plates and shells. Composite Structures, v. 161, p. 32-50, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2016.10.129. Acesso em: 17 nov. 2025.
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      Coda, H. B., Paccola, R. R., & Carrazedo, R. (2017). Zig-Zag effect without degrees of freedom in linear and non linear analysis of laminated plates and shells. Composite Structures, 161, 32-50. doi:10.1016/j.compstruct.2016.10.129
    • NLM

      Coda HB, Paccola RR, Carrazedo R. Zig-Zag effect without degrees of freedom in linear and non linear analysis of laminated plates and shells [Internet]. Composite Structures. 2017 ; 161 32-50.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2016.10.129
    • Vancouver

      Coda HB, Paccola RR, Carrazedo R. Zig-Zag effect without degrees of freedom in linear and non linear analysis of laminated plates and shells [Internet]. Composite Structures. 2017 ; 161 32-50.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2016.10.129
  • Source: Composite Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, LAMINADOS, ESTRUTURAS

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    • ABNT

      CARRAZEDO, Rogério e CODA, Humberto Breves. Triangular based prismatic finite element for the analysis of orthotropic laminated beams, plates and shells. Composite Structures, v. 168, p. 234-246, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2017.02.027. Acesso em: 17 nov. 2025.
    • APA

      Carrazedo, R., & Coda, H. B. (2017). Triangular based prismatic finite element for the analysis of orthotropic laminated beams, plates and shells. Composite Structures, 168, 234-246. doi:10.1016/j.compstruct.2017.02.027
    • NLM

      Carrazedo R, Coda HB. Triangular based prismatic finite element for the analysis of orthotropic laminated beams, plates and shells [Internet]. Composite Structures. 2017 ; 168 234-246.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2017.02.027
    • Vancouver

      Carrazedo R, Coda HB. Triangular based prismatic finite element for the analysis of orthotropic laminated beams, plates and shells [Internet]. Composite Structures. 2017 ; 168 234-246.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2017.02.027
  • Source: Composite Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      NOGUEIRA, Geovanne Viana e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A positional unconstrained vector layerwise (UVLWT) FEM formulation for laminated frame element modeling. Composite Structures, v. 148, p. 97-112, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2016.04.005. Acesso em: 17 nov. 2025.
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      Nogueira, G. V., Paccola, R. R., & Coda, H. B. (2016). A positional unconstrained vector layerwise (UVLWT) FEM formulation for laminated frame element modeling. Composite Structures, 148, 97-112. doi:10.1016/j.compstruct.2016.04.005
    • NLM

      Nogueira GV, Paccola RR, Coda HB. A positional unconstrained vector layerwise (UVLWT) FEM formulation for laminated frame element modeling [Internet]. Composite Structures. 2016 ; 148 97-112.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2016.04.005
    • Vancouver

      Nogueira GV, Paccola RR, Coda HB. A positional unconstrained vector layerwise (UVLWT) FEM formulation for laminated frame element modeling [Internet]. Composite Structures. 2016 ; 148 97-112.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2016.04.005
  • Source: Composite Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS

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      PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A direct FEM approach for particulate reinforced elastic solids. Composite Structures, v. 141, p. 282-291, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2016.01.062. Acesso em: 17 nov. 2025.
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      Paccola, R. R., & Coda, H. B. (2016). A direct FEM approach for particulate reinforced elastic solids. Composite Structures, 141, 282-291. doi:10.1016/j.compstruct.2016.01.062
    • NLM

      Paccola RR, Coda HB. A direct FEM approach for particulate reinforced elastic solids [Internet]. Composite Structures. 2016 ; 141 282-291.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2016.01.062
    • Vancouver

      Paccola RR, Coda HB. A direct FEM approach for particulate reinforced elastic solids [Internet]. Composite Structures. 2016 ; 141 282-291.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2016.01.062
  • Source: Composite Structures. Unidade: EESC

    Subjects: MATERIAIS COMPÓSITOS, ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS

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      PACCOLA, Rodrigo Ribeiro e PIEDADE NETO, Dorival e CODA, Humberto Breves. Geometrical non-linear analysis of fiber reinforced elastic solids considering debounding. Composite Structures, v. 133, p. 343-357, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2015.07.097. Acesso em: 17 nov. 2025.
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      Paccola, R. R., Piedade Neto, D., & Coda, H. B. (2015). Geometrical non-linear analysis of fiber reinforced elastic solids considering debounding. Composite Structures, 133, 343-357. doi:10.1016/j.compstruct.2015.07.097
    • NLM

      Paccola RR, Piedade Neto D, Coda HB. Geometrical non-linear analysis of fiber reinforced elastic solids considering debounding [Internet]. Composite Structures. 2015 ; 133 343-357.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2015.07.097
    • Vancouver

      Paccola RR, Piedade Neto D, Coda HB. Geometrical non-linear analysis of fiber reinforced elastic solids considering debounding [Internet]. Composite Structures. 2015 ; 133 343-357.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2015.07.097
  • Source: Composite Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE MADEIRA COLADA, CONCRETO

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      MIOTTO, José Luiz e DIAS, Antônio Alves. Structural efficiency of full-scale timber-concrete composite beams strengthened with fiberglass reinforced polymer. Composite Structures, v. 128, p. 145-154, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2015.03.054. Acesso em: 17 nov. 2025.
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      Miotto, J. L., & Dias, A. A. (2015). Structural efficiency of full-scale timber-concrete composite beams strengthened with fiberglass reinforced polymer. Composite Structures, 128, 145-154. doi:10.1016/j.compstruct.2015.03.054
    • NLM

      Miotto JL, Dias AA. Structural efficiency of full-scale timber-concrete composite beams strengthened with fiberglass reinforced polymer [Internet]. Composite Structures. 2015 ; 128 145-154.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2015.03.054
    • Vancouver

      Miotto JL, Dias AA. Structural efficiency of full-scale timber-concrete composite beams strengthened with fiberglass reinforced polymer [Internet]. Composite Structures. 2015 ; 128 145-154.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2015.03.054
  • Source: Composite Structures. Unidade: EESC

    Subjects: MATERIAIS COMPÓSITOS, ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS

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      CODA, Humberto Breves. Continuous inter-laminar stresses for regular and inverse geometrically non linear dynamic and static analyses of laminated plates and shells. Composite Structures, v. 132, p. 406-422, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2015.05.056. Acesso em: 17 nov. 2025.
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      Coda, H. B. (2015). Continuous inter-laminar stresses for regular and inverse geometrically non linear dynamic and static analyses of laminated plates and shells. Composite Structures, 132, 406-422. doi:10.1016/j.compstruct.2015.05.056
    • NLM

      Coda HB. Continuous inter-laminar stresses for regular and inverse geometrically non linear dynamic and static analyses of laminated plates and shells [Internet]. Composite Structures. 2015 ; 132 406-422.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2015.05.056
    • Vancouver

      Coda HB. Continuous inter-laminar stresses for regular and inverse geometrically non linear dynamic and static analyses of laminated plates and shells [Internet]. Composite Structures. 2015 ; 132 406-422.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2015.05.056
  • Source: Composite Structures. Unidade: EESC

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

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      SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells. Composite Structures, v. 119, n. Ja 2015, p. 799-814, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2014.09.009. Acesso em: 17 nov. 2025.
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      Sampaio, M. do S. M., Paccola, R. R., & Coda, H. B. (2015). A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells. Composite Structures, 119( Ja 2015), 799-814. doi:10.1016/j.compstruct.2014.09.009
    • NLM

      Sampaio M do SM, Paccola RR, Coda HB. A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells [Internet]. Composite Structures. 2015 ; 119( Ja 2015): 799-814.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2014.09.009
    • Vancouver

      Sampaio M do SM, Paccola RR, Coda HB. A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells [Internet]. Composite Structures. 2015 ; 119( Ja 2015): 799-814.[citado 2025 nov. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2014.09.009

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