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  • Artigo de periodico

    Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections (2024)

    Araújo, D. L.; Borges, Vanessa Elizabeth dos Santos; Bernardes, Efraim Soares; El Debs, Mounir Khalil

    Fonte: Engineering Structures. Unidade: EESC

    Assuntos: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CISALHAMENTO, ESTRUTURAS

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    • ABNT

      ARAÚJO, D. L. et al. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, v. 308, p. 1-19, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117953. Acesso em: 17 set. 2024.

    • APA

      Araújo, D. L., Borges, V. E. dos S., Bernardes, E. S., & El Debs, M. K. (2024). Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, 308, 1-19. doi:10.1016/j.engstruct.2024.117953

    • NLM

      Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953

    • Vancouver

      Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953

  • Artigo de periodico

    Cross laminated timber bonding quality for different brazilians species and pressing levels (2024)

    Silva, João Vitor Felippe; Oliveira, Karina Aparecida de; Oliveira, Carolina Aparecida Barros; Silva, Maria Fernanda Felippe; Molina, Julio Cesar

    Fonte: Maderas. Unidade: EESC

    Assuntos: MADEIRA, CISALHAMENTO, MADEIRA, MADEIRA, MADEIRA, ESTRUTURAS DE MADEIRA, LAMINADOS, ESTRUTURAS

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    • ABNT

      SILVA, João Vitor Felippe et al. Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, v. 26, n. 2, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.22320/s0718221x/2024.02. Acesso em: 17 set. 2024.

    • APA

      Silva, J. V. F., Oliveira, K. A. de, Oliveira, C. A. B., Silva, M. F. F., & Molina, J. C. (2024). Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, 26( 2), 1-12. doi:10.22320/s0718221x/2024.02

    • NLM

      Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02

    • Vancouver

      Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02

  • Artigo de periodico

    Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit (2024)

    Silva, Dávila Moreira Lopes; Barbosa, Patricia Alves; Chinelatto, Marcelo Aparecido ; Silveira, Zilda de Castro

    Fonte: International Journal of Advanced Manufacturing Technology. Unidade: EESC

    Assuntos: EXTRUSÃO, IMPRESSÃO 3-D, CISALHAMENTO, ENGENHARIA MECÂNICA

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    • ABNT

      SILVA, Dávila Moreira Lopes et al. Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit. International Journal of Advanced Manufacturing Technology, v. 134, p. 2217-2232, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s00170-024-14233-z. Acesso em: 17 set. 2024.

    • APA

      Silva, D. M. L., Barbosa, P. A., Chinelatto, M. A., & Silveira, Z. de C. (2024). Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit. International Journal of Advanced Manufacturing Technology, 134, 2217-2232. doi:10.1007/s00170-024-14233-z

    • NLM

      Silva DML, Barbosa PA, Chinelatto MA, Silveira Z de C. Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit [Internet]. International Journal of Advanced Manufacturing Technology. 2024 ; 134 2217-2232.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1007/s00170-024-14233-z

    • Vancouver

      Silva DML, Barbosa PA, Chinelatto MA, Silveira Z de C. Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit [Internet]. International Journal of Advanced Manufacturing Technology. 2024 ; 134 2217-2232.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1007/s00170-024-14233-z

  • Artigo de periodico

    Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils (2024)

    Rincón Barajas, Sergio Arturo; Mattielo Pedroso, Gabriel Orquizas; Ferreira, Fernanda Bessa; Silva, Jefferson Lins da

    Fonte: Applied Sciences. Unidade: EESC

    Assuntos: GEOSSINTÉTICOS, CISALHAMENTO, GEOTECNIA

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    • ABNT

      RINCÓN BARAJAS, Sergio Arturo et al. Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils. Applied Sciences, v. 14, n. 13, p. 1-18, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/app14135861. Acesso em: 17 set. 2024.

    • APA

      Rincón Barajas, S. A., Mattielo Pedroso, G. O., Ferreira, F. B., & Silva, J. L. da. (2024). Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils. Applied Sciences, 14( 13), 1-18. doi:10.3390/app14135861

    • NLM

      Rincón Barajas SA, Mattielo Pedroso GO, Ferreira FB, Silva JL da. Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils [Internet]. Applied Sciences. 2024 ; 14( 13): 1-18.[citado 2024 set. 17 ] Available from: https://dx.doi.org/10.3390/app14135861

    • Vancouver

      Rincón Barajas SA, Mattielo Pedroso GO, Ferreira FB, Silva JL da. Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils [Internet]. Applied Sciences. 2024 ; 14( 13): 1-18.[citado 2024 set. 17 ] Available from: https://dx.doi.org/10.3390/app14135861

  • Trabalho de evento

    One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation (2024)

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

    Fonte: Proceedings. Nome do evento: International Structural Engineering and Construction. Unidade: EESC

    Assuntos: LAJES, CONCRETO ARMADO, CISALHAMENTO, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. 2024, Anais.. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10. Acesso em: 17 set. 2024.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2024). One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. In Proceedings. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.14455/ISEC.2024.11(1).STR-10

    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10

    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10

  • Artigo de periodico

    Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels (2024)

    Alves, Larissa Fé; Pessoa, Poliana de Melo; Jardim, Pedro Ignacio Lima Gadêlha; Faustino, Emerson; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco ; Almeida, Diego Henrique de; Christoforo, André Luis

    Fonte: Buildings. Unidade: EESC

    Assuntos: CONCRETO, CISALHAMENTO, MATERIAIS COMPÓSITOS DE FIBRAS, POLÍMEROS (MATERIAIS), ESTRUTURAS

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    • ABNT

      ALVES, Larissa Fé et al. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels. Buildings, v. 14, n. 7, p. 1-23, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/buildings14072178. Acesso em: 17 set. 2024.

    • APA

      Alves, L. F., Pessoa, P. de M., Jardim, P. I. L. G., Faustino, E., Santos, H. F. dos, Lahr, F. A. R., et al. (2024). Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels. Buildings, 14( 7), 1-23. doi:10.3390/buildings14072178

    • NLM

      Alves LF, Pessoa P de M, Jardim PILG, Faustino E, Santos HF dos, Lahr FAR, Almeida DH de, Christoforo AL. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels [Internet]. Buildings. 2024 ; 14( 7): 1-23.[citado 2024 set. 17 ] Available from: https://dx.doi.org/10.3390/buildings14072178

    • Vancouver

      Alves LF, Pessoa P de M, Jardim PILG, Faustino E, Santos HF dos, Lahr FAR, Almeida DH de, Christoforo AL. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels [Internet]. Buildings. 2024 ; 14( 7): 1-23.[citado 2024 set. 17 ] Available from: https://dx.doi.org/10.3390/buildings14072178

  • Artigo de periodico

    Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design (2023)

    Almeida, João Paulo Boff ; Wolenski, Anderson Renato Vobornik ; Rodrigues, Edson Fernando Castanheira ; Araujo, Victor Almeida de ; Panzera, Túlio Hallak ; Campos, Cristiane Inácio de ; Molina, Julio Cesar; Christoforo, André Luis ; Lahr, Francisco Antonio Rocco

    Fonte: Revista Árvore. Unidade: EESC

    Assuntos: CISALHAMENTO, MADEIRA, ESTRUTURAS

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    • ABNT

      ALMEIDA, João Paulo Boff et al. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design. Revista Árvore, v. 47, p. 1-10, 2023Tradução . . Disponível em: https://doi.org/10.1590/1806-908820230000008. Acesso em: 17 set. 2024.

    • APA

      Almeida, J. P. B., Wolenski, A. R. V., Rodrigues, E. F. C., Araujo, V. A. de, Panzera, T. H., Campos, C. I. de, et al. (2023). Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design. Revista Árvore, 47, 1-10. doi:10.1590/1806-908820230000008

    • NLM

      Almeida JPB, Wolenski ARV, Rodrigues EFC, Araujo VA de, Panzera TH, Campos CI de, Molina JC, Christoforo AL, Lahr FAR. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design [Internet]. Revista Árvore. 2023 ; 47 1-10.[citado 2024 set. 17 ] Available from: https://doi.org/10.1590/1806-908820230000008

    • Vancouver

      Almeida JPB, Wolenski ARV, Rodrigues EFC, Araujo VA de, Panzera TH, Campos CI de, Molina JC, Christoforo AL, Lahr FAR. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design [Internet]. Revista Árvore. 2023 ; 47 1-10.[citado 2024 set. 17 ] Available from: https://doi.org/10.1590/1806-908820230000008

  • Artigo de periodico

    Influence of knots on the adhesion of wood from young Eucalyptus grandis plantations (2023)

    Balboni, Bruno Monteiro ; Wessels, C. Brand ; Ribeiro, Marcelo Leite ; Batista, Alessandra Silva ; Garcia, José Nivaldo

    Fonte: Wood Material Science & Engineering. Unidades: EESC, ESALQ

    Assuntos: ADESIVOS, CISALHAMENTO, EUCALIPTO, LAMINADOS, MADEIRA, VIGAS

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    • ABNT

      BALBONI, Bruno Monteiro et al. Influence of knots on the adhesion of wood from young Eucalyptus grandis plantations. Wood Material Science & Engineering, p. 1-9, 2023Tradução . . Disponível em: https://doi.org/10.1080/17480272.2023.2208094. Acesso em: 17 set. 2024.

    • APA

      Balboni, B. M., Wessels, C. B., Ribeiro, M. L., Batista, A. S., & Garcia, J. N. (2023). Influence of knots on the adhesion of wood from young Eucalyptus grandis plantations. Wood Material Science & Engineering, 1-9. doi:10.1080/17480272.2023.2208094

    • NLM

      Balboni BM, Wessels CB, Ribeiro ML, Batista AS, Garcia JN. Influence of knots on the adhesion of wood from young Eucalyptus grandis plantations [Internet]. Wood Material Science & Engineering. 2023 ; 1-9.[citado 2024 set. 17 ] Available from: https://doi.org/10.1080/17480272.2023.2208094

    • Vancouver

      Balboni BM, Wessels CB, Ribeiro ML, Batista AS, Garcia JN. Influence of knots on the adhesion of wood from young Eucalyptus grandis plantations [Internet]. Wood Material Science & Engineering. 2023 ; 1-9.[citado 2024 set. 17 ] Available from: https://doi.org/10.1080/17480272.2023.2208094

  • Trabalho de evento-resumo

    Desempenho mecânico de juntas compósitas de cisalhamento infundidas à vácuo (2023)

    Mayor, Lais de Almeida; Tarpani, José Ricardo

    Nome do evento: Conferência Luso-Brasileira de Adesão e Adesivos - CLBA. Unidade: EESC

    Assuntos: MATERIAIS COMPÓSITOS, CISALHAMENTO, MATERIAIS

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    • ABNT

      MAYOR, Lais de Almeida e TARPANI, José Ricardo. Desempenho mecânico de juntas compósitas de cisalhamento infundidas à vácuo. 2023, Anais.. São Carlos, SP: EESC, 2023. Disponível em: https://repositorio.usp.br/directbitstream/e60354ea-2c01-4ede-8c0d-f87bf28c927f/PROD_25874_SYSNO_3132486.pdf. Acesso em: 17 set. 2024.

    • APA

      Mayor, L. de A., & Tarpani, J. R. (2023). Desempenho mecânico de juntas compósitas de cisalhamento infundidas à vácuo. In . São Carlos, SP: EESC. Recuperado de https://repositorio.usp.br/directbitstream/e60354ea-2c01-4ede-8c0d-f87bf28c927f/PROD_25874_SYSNO_3132486.pdf

    • NLM

      Mayor L de A, Tarpani JR. Desempenho mecânico de juntas compósitas de cisalhamento infundidas à vácuo [Internet]. 2023 ;[citado 2024 set. 17 ] Available from: https://repositorio.usp.br/directbitstream/e60354ea-2c01-4ede-8c0d-f87bf28c927f/PROD_25874_SYSNO_3132486.pdf

    • Vancouver

      Mayor L de A, Tarpani JR. Desempenho mecânico de juntas compósitas de cisalhamento infundidas à vácuo [Internet]. 2023 ;[citado 2024 set. 17 ] Available from: https://repositorio.usp.br/directbitstream/e60354ea-2c01-4ede-8c0d-f87bf28c927f/PROD_25874_SYSNO_3132486.pdf

  • Artigo de periodico

    Coupled analysis of soil shear strength and retention curves with different interstitial fluids (2023)

    Machado, Sandro Lemos; Carvalho, Míriam de Fátima; Vilar, Orêncio Monje; Maedo, Michael Andrade

    Fonte: Canadian Geotechnical Journal. Unidade: EESC

    Assuntos: SOLO NÃO SATURADO, CISALHAMENTO, GEOTECNIA

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    • ABNT

      MACHADO, Sandro Lemos et al. Coupled analysis of soil shear strength and retention curves with different interstitial fluids. Canadian Geotechnical Journal, p. 1-47, 2023Tradução . . Disponível em: https://doi.org/10.1139/cgj-2022-0307. Acesso em: 17 set. 2024.

    • APA

      Machado, S. L., Carvalho, M. de F., Vilar, O. M., & Maedo, M. A. (2023). Coupled analysis of soil shear strength and retention curves with different interstitial fluids. Canadian Geotechnical Journal, 1-47. doi:10.1139/cgj-2022-0307

    • NLM

      Machado SL, Carvalho M de F, Vilar OM, Maedo MA. Coupled analysis of soil shear strength and retention curves with different interstitial fluids [Internet]. Canadian Geotechnical Journal. 2023 ; 1-47.[citado 2024 set. 17 ] Available from: https://doi.org/10.1139/cgj-2022-0307

    • Vancouver

      Machado SL, Carvalho M de F, Vilar OM, Maedo MA. Coupled analysis of soil shear strength and retention curves with different interstitial fluids [Internet]. Canadian Geotechnical Journal. 2023 ; 1-47.[citado 2024 set. 17 ] Available from: https://doi.org/10.1139/cgj-2022-0307

  • Artigo de periodico

    Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118 (2023)

    Ribeiro, Igor José Santos ; Pessôa, José Renato de Castro ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo

    Fonte: Revista IBRACON de Estruturas e Materiais. Unidades: EESC, EP

    Assuntos: MECÂNICA DA FRATURA, CISALHAMENTO, NORMAS TÉCNICAS, CONCRETO, ESTRUTURAS

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    • ABNT

      RIBEIRO, Igor José Santos et al. Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118. Revista IBRACON de Estruturas e Materiais, v. 16, n. 3, p. 1-18, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952023000300006. Acesso em: 17 set. 2024.

    • APA

      Ribeiro, I. J. S., Pessôa, J. R. de C., Bittencourt, T. N., & Beck, A. T. (2023). Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118. Revista IBRACON de Estruturas e Materiais, 16( 3), 1-18. doi:10.1590/S1983-41952023000300006

    • NLM

      Ribeiro IJS, Pessôa JR de C, Bittencourt TN, Beck AT. Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300006

    • Vancouver

      Ribeiro IJS, Pessôa JR de C, Bittencourt TN, Beck AT. Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300006

  • Artigo de periodico

    Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 (2023)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; Araújo, Daniel de Lima; Prado, Lisiane Pereira; El Debs, Mounir Khalil

    Fonte: Revista IBRACON de Estruturas e Materiais. Unidade: EESC

    Assuntos: CISALHAMENTO, LAJES, NORMAS TÉCNICAS, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de et al. Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, v. 16, n. 3, p. 1-18, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952023000300008. Acesso em: 17 set. 2024.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., Araújo, D. de L., Prado, L. P., & El Debs, M. K. (2023). Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, 16( 3), 1-18. doi:10.1590/S1983-41952023000300008

    • NLM

      Sousa AMD de, Lantsoght EOL, Araújo D de L, Prado LP, El Debs MK. Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300008

    • Vancouver

      Sousa AMD de, Lantsoght EOL, Araújo D de L, Prado LP, El Debs MK. Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300008

  • Artigo de periodico

    NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling (2023)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; Genikomsou, Aikaterini S.; Prado, Lisiane Pereira; El Debs, Mounir Khalil

    Fonte: Engineering Structures. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, CISALHAMENTO, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de et al. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, v. 293, p. 1-26, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116617. Acesso em: 17 set. 2024.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Prado, L. P., & El Debs, M. K. (2023). NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, 293, 1-26. doi:10.1016/j.engstruct.2023.116617

    • NLM

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2024 set. 17 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617

    • Vancouver

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2024 set. 17 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617

  • Artigo de periodico

    Transition between shear and punching in RC slabs: review and predictions with ACI code expressions (2023)

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

    Fonte: ACI Structural Journal. Unidade: EESC

    Assuntos: ESTRUTURAS, CISALHAMENTO, LAJES

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    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Transition between shear and punching in RC slabs: review and predictions with ACI code expressions. ACI Structural Journal, v. 120, n. 2, p. 115-128, 2023Tradução . . Disponível em: https://doi.org/10.14359/51738350. Acesso em: 17 set. 2024.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Transition between shear and punching in RC slabs: review and predictions with ACI code expressions. ACI Structural Journal, 120( 2), 115-128. doi:10.14359/51738350

    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. Transition between shear and punching in RC slabs: review and predictions with ACI code expressions [Internet]. ACI Structural Journal. 2023 ; 120( 2): 115-128.[citado 2024 set. 17 ] Available from: https://doi.org/10.14359/51738350

    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. Transition between shear and punching in RC slabs: review and predictions with ACI code expressions [Internet]. ACI Structural Journal. 2023 ; 120( 2): 115-128.[citado 2024 set. 17 ] Available from: https://doi.org/10.14359/51738350

  • 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

    Fonte: Engineering Structures. Unidade: EESC

    Assuntos: CISALHAMENTO, LAJES, CONCRETO ARMADO, ESTRUTURAS

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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: 17 set. 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 set. 17 ] 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 set. 17 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396

  • Artigo de periodico

    Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms (2023)

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

    Fonte: Buildings. Unidade: EESC

    Assuntos: ESTRUTURAS, CISALHAMENTO, LAJES

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    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms. Buildings, v. 13, n. 2, p. 1-28, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13020434. Acesso em: 17 set. 2024.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms. Buildings, 13( 2), 1-28. doi:10.3390/buildings13020434

    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms [Internet]. Buildings. 2023 ; 13( 2): 1-28.[citado 2024 set. 17 ] Available from: https://doi.org/10.3390/buildings13020434

    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms [Internet]. Buildings. 2023 ; 13( 2): 1-28.[citado 2024 set. 17 ] Available from: https://doi.org/10.3390/buildings13020434

  • Artigo de periodico

    Interface strength of High-Strength concrete to Ultra-High-Performance concrete (2022)

    Prado, Lisiane Pereira; Carrazedo, Ricardo ; El Debs, Mounir Khalil

    Fonte: Engineering Structures. Unidade: EESC

    Assuntos: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO DE ALTO DESEMPENHO, CISALHAMENTO, ESTRUTURAS

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    • ABNT

      PRADO, Lisiane Pereira e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, v. 252, p. 1-16, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2021.113591. Acesso em: 17 set. 2024.

    • APA

      Prado, L. P., Carrazedo, R., & El Debs, M. K. (2022). Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, 252, 1-16. doi:10.1016/j.engstruct.2021.113591

    • NLM

      Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591

    • Vancouver

      Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2024 set. 17 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591

  • 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

    Fonte: Composite Structures. Unidade: EESC

    Assuntos: 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 set. 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 set. 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 2024 set. 17 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606

  • Artigo de periodico

    Geometrically nonlinear study of functionally graded saturated porous plates based on refined shear deformation plate theory and biot's theory (2022)

    Kumar, H. S. Naveen; Kattimani, Subhaschandra; Marques, Flavio Donizeti ; Thoi, T. Nguyen; Shariati, Mehdi

    Fonte: International Journal of Structural Stability and Dynamics. Unidade: EESC

    Assuntos: CISALHAMENTO, PLACAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ENGENHARIA MECÂNICA

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      KUMAR, H. S. Naveen et al. Geometrically nonlinear study of functionally graded saturated porous plates based on refined shear deformation plate theory and biot's theory. International Journal of Structural Stability and Dynamics, p. 1-28, 2022Tradução . . Disponível em: https://doi.org/10.1142/S021945542350013X. Acesso em: 17 set. 2024.

    • APA

      Kumar, H. S. N., Kattimani, S., Marques, F. D., Thoi, T. N., & Shariati, M. (2022). Geometrically nonlinear study of functionally graded saturated porous plates based on refined shear deformation plate theory and biot's theory. International Journal of Structural Stability and Dynamics, 1-28. doi:10.1142/S021945542350013X

    • NLM

      Kumar HSN, Kattimani S, Marques FD, Thoi TN, Shariati M. Geometrically nonlinear study of functionally graded saturated porous plates based on refined shear deformation plate theory and biot's theory [Internet]. International Journal of Structural Stability and Dynamics. 2022 ; 1-28.[citado 2024 set. 17 ] Available from: https://doi.org/10.1142/S021945542350013X

    • Vancouver

      Kumar HSN, Kattimani S, Marques FD, Thoi TN, Shariati M. Geometrically nonlinear study of functionally graded saturated porous plates based on refined shear deformation plate theory and biot's theory [Internet]. International Journal of Structural Stability and Dynamics. 2022 ; 1-28.[citado 2024 set. 17 ] Available from: https://doi.org/10.1142/S021945542350013X

  • Tese (Doutorado)

    One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads (2022)

    Sousa, Alex Micael Dantas de ; El Debs, Mounir Khalil (Orientador) ; Lantsoght, Eva Olivia Leontien (coorient)

    Unidade: EESC

    Assuntos: LAJES, CONCRETO ARMADO, CISALHAMENTO, ANÁLISE EXPERIMENTAL DE ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de. One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads. 2022. Tese (Doutorado) – Universidade de São Paulo, São Carlos, 2022. Disponível em: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112022-221516/. Acesso em: 17 set. 2024.

    • APA

      Sousa, A. M. D. de. (2022). One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads (Tese (Doutorado). Universidade de São Paulo, São Carlos. Recuperado de https://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112022-221516/

    • NLM

      Sousa AMD de. One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads [Internet]. 2022 ;[citado 2024 set. 17 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112022-221516/

    • Vancouver

      Sousa AMD de. One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads [Internet]. 2022 ;[citado 2024 set. 17 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112022-221516/

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