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Filtros : "CISALHAMENTO" "Elsevier" Limpar

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1 - 7 (7 records)

  • Artigo de periodico

    Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding (2023)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil

    Source: Engineering Structures. Unidade: EESC

    Subjects: CISALHAMENTO, LAJES, CONCRETO ARMADO, ESTRUTURAS

    Disponível em 2025-10-01Acesso à fonteDOIHow to cite
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    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, v. 291, p. 1-23, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116396. Acesso em: 18 out. 2024.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, 291, 1-23. doi:10.1016/j.engstruct.2023.116396

    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396

    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396

  • Artigo de periodico

    A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses (2022)

    Coda, Humberto Breves ; Bernardo, Caio César La-Cava Gonçalves; Paccola, Rodrigo Ribeiro

    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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606

  • Artigo de periodico

    Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions (2021)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; Genikomsou, Aikaterini S.; Krahl, Pablo Augusto; El Debs, Mounir Khalil

    Source: Engineering Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, CISALHAMENTO, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de et al. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, v. 244, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112774. Acesso em: 18 out. 2024.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Krahl, P. A., & El Debs, M. K. (2021). Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, 244, 1-17. doi:10.1016/j.engstruct.2021.112774

    • NLM

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774

    • Vancouver

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774

  • Artigo de periodico

    Calibration of powder constitutive model using digital image correlation validated for hollow hemisphere of lead zirconate titanate (2021)

    Morais, Mateus Mota; Melo, Caiuã Caldeira de; Canto, Rodrigo Bresciani; Fortulan, Carlos Alberto

    Source: Powder Technology. Unidade: EESC

    Subjects: IMAGEM DIGITAL, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA

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    • ABNT

      MORAIS, Mateus Mota et al. Calibration of powder constitutive model using digital image correlation validated for hollow hemisphere of lead zirconate titanate. Powder Technology, v. 392, p. 212-223, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.powtec.2021.07.001. Acesso em: 18 out. 2024.

    • APA

      Morais, M. M., Melo, C. C. de, Canto, R. B., & Fortulan, C. A. (2021). Calibration of powder constitutive model using digital image correlation validated for hollow hemisphere of lead zirconate titanate. Powder Technology, 392, 212-223. doi:10.1016/j.powtec.2021.07.001

    • NLM

      Morais MM, Melo CC de, Canto RB, Fortulan CA. Calibration of powder constitutive model using digital image correlation validated for hollow hemisphere of lead zirconate titanate [Internet]. Powder Technology. 2021 ; 392 212-223.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.powtec.2021.07.001

    • Vancouver

      Morais MM, Melo CC de, Canto RB, Fortulan CA. Calibration of powder constitutive model using digital image correlation validated for hollow hemisphere of lead zirconate titanate [Internet]. Powder Technology. 2021 ; 392 212-223.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.powtec.2021.07.001

  • Artigo de periodico

    Longitudinally stiffened web purlins under shear and bending moment (2020)

    Silva, Juliana Maria Mazzeti; Malite, Maximiliano

    Source: Thin-Walled Structures. Unidade: EESC

    Subjects: AÇO DE ALTA RESISTÊNCIA, CISALHAMENTO, FLAMBAGEM, ESTRUTURAS

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    • ABNT

      SILVA, Juliana Maria Mazzeti e MALITE, Maximiliano. Longitudinally stiffened web purlins under shear and bending moment. Thin-Walled Structures, v. 148, p. 1-14, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2020.106616. Acesso em: 18 out. 2024.

    • APA

      Silva, J. M. M., & Malite, M. (2020). Longitudinally stiffened web purlins under shear and bending moment. Thin-Walled Structures, 148, 1-14. doi:10.1016/j.tws.2020.106616

    • NLM

      Silva JMM, Malite M. Longitudinally stiffened web purlins under shear and bending moment [Internet]. Thin-Walled Structures. 2020 ; 148 1-14.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.tws.2020.106616

    • Vancouver

      Silva JMM, Malite M. Longitudinally stiffened web purlins under shear and bending moment [Internet]. Thin-Walled Structures. 2020 ; 148 1-14.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.tws.2020.106616

  • Artigo de periodico

    Influence of composition and degradation on the shear strength of municipal solid waste (2017)

    Abreu, Ana Elisa Silva de ; Vilar, Orêncio Monje

    Source: Waste Management: international journal of integrated waste management, science and technology. Unidade: EESC

    Subjects: RESÍDUOS SÓLIDOS, CISALHAMENTO, GEOTECNIA

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    • ABNT

      ABREU, Ana Elisa Silva de e VILAR, Orêncio Monje. Influence of composition and degradation on the shear strength of municipal solid waste. Waste Management: international journal of integrated waste management, science and technology, v. 68, p. 263-274, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.wasman.2017.05.038. Acesso em: 18 out. 2024.

    • APA

      Abreu, A. E. S. de, & Vilar, O. M. (2017). Influence of composition and degradation on the shear strength of municipal solid waste. Waste Management: international journal of integrated waste management, science and technology, 68, 263-274. doi:10.1016/j.wasman.2017.05.038

    • NLM

      Abreu AES de, Vilar OM. Influence of composition and degradation on the shear strength of municipal solid waste [Internet]. Waste Management: international journal of integrated waste management, science and technology. 2017 ; 68 263-274.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.wasman.2017.05.038

    • Vancouver

      Abreu AES de, Vilar OM. Influence of composition and degradation on the shear strength of municipal solid waste [Internet]. Waste Management: international journal of integrated waste management, science and technology. 2017 ; 68 263-274.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.wasman.2017.05.038

  • Artigo de periodico

    Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests (2009)

    Pitanga, Heraldo Nunes; Gourc, Jean-Pierre; Vilar, Orêncio Monje

    Source: Geotextiles and Geomembranes. Unidade: EESC

    Subjects: GEOSSINTÉTICOS, CISALHAMENTO, GEOTECNIA

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      PITANGA, Heraldo Nunes e GOURC, Jean-Pierre e VILAR, Orêncio Monje. Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests. Geotextiles and Geomembranes, v. 27, p. 435-446, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.geotexmem.2009.05.003. Acesso em: 18 out. 2024.

    • APA

      Pitanga, H. N., Gourc, J. -P., & Vilar, O. M. (2009). Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests. Geotextiles and Geomembranes, 27, 435-446. doi:10.1016/j.geotexmem.2009.05.003

    • NLM

      Pitanga HN, Gourc J-P, Vilar OM. Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests [Internet]. Geotextiles and Geomembranes. 2009 ; 27 435-446.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.geotexmem.2009.05.003

    • Vancouver

      Pitanga HN, Gourc J-P, Vilar OM. Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests [Internet]. Geotextiles and Geomembranes. 2009 ; 27 435-446.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.geotexmem.2009.05.003
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