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  • Artigo de periodico

    Development of methods of structural reliability (2024)

    Ellingwood, Bruce; Maes, Marc; Bartlett, F. Michael; Beck, André Teófilo ; Caprani, Colin; Kiureghian, Armen Der; Dueñas-Osorio, Leonardo; Galvão, Neryvaldo; Gilbert, Robert; Jie, Li; Matos, Jose; Mori, Yasuhiro; Papaioannou, Iason; Paredes, Roger; Straub, Daniel; Sudret, Bruno

    Fonte: Structural Safety. Unidade: EESC

    Assunto: ESTRUTURAS

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    • ABNT

      ELLINGWOOD, Bruce et al. Development of methods of structural reliability. Structural Safety, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102474. Acesso em: 03 nov. 2024.

    • APA

      Ellingwood, B., Maes, M., Bartlett, F. M., Beck, A. T., Caprani, C., Kiureghian, A. D., et al. (2024). Development of methods of structural reliability. Structural Safety, 1-40. doi:10.1016/j.strusafe.2024.102474

    • NLM

      Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474

    • Vancouver

      Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474

  • Artigo de periodico

    Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction (2024)

    Nogueira, Rodrigo de Souza; Moritani, Fabiana Yukiko; Christoforo, André Luis ; Monteiro, Sergio Neves; Azevedo, Afonso Rangel Garcez de; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco

    Fonte: Materials. Unidade: EESC

    Assuntos: ESTRUTURAS DE MADEIRA, RESISTÊNCIA A TRAÇÃO, CONSTRUÇÃO CIVIL, ESTRUTURAS

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    • ABNT

      NOGUEIRA, Rodrigo de Souza et al. Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction. Materials, v. 17, n. 18, p. 1-11, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/ma17184506. Acesso em: 03 nov. 2024.

    • APA

      Nogueira, R. de S., Moritani, F. Y., Christoforo, A. L., Monteiro, S. N., Azevedo, A. R. G. de, Santos, H. F. dos, & Lahr, F. A. R. (2024). Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction. Materials, 17( 18), 1-11. doi:10.3390/ma17184506

    • NLM

      Nogueira R de S, Moritani FY, Christoforo AL, Monteiro SN, Azevedo ARG de, Santos HF dos, Lahr FAR. Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction [Internet]. Materials. 2024 ; 17( 18): 1-11.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/ma17184506

    • Vancouver

      Nogueira R de S, Moritani FY, Christoforo AL, Monteiro SN, Azevedo ARG de, Santos HF dos, Lahr FAR. Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction [Internet]. Materials. 2024 ; 17( 18): 1-11.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/ma17184506

  • Artigo de periodico

    Yield criteria for voided materials with anisotropic matrix behavior (2024)

    Ferreira, A. R.; Proença, Sérgio Persival Baroncini ; Benallal, Ahmed

    Fonte: European Journal of Mechanics A : solids. Unidade: EESC

    Assuntos: MATERIAIS POROSOS, ESCOAMENTO, ESTRUTURAS

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    • ABNT

      FERREIRA, A. R. e PROENÇA, Sérgio Persival Baroncini e BENALLAL, Ahmed. Yield criteria for voided materials with anisotropic matrix behavior. European Journal of Mechanics A : solids, v. 104, p. 1-18, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.euromechsol.2023.105079. Acesso em: 03 nov. 2024.

    • APA

      Ferreira, A. R., Proença, S. P. B., & Benallal, A. (2024). Yield criteria for voided materials with anisotropic matrix behavior. European Journal of Mechanics A : solids, 104, 1-18. doi:10.1016/j.euromechsol.2023.105079

    • NLM

      Ferreira AR, Proença SPB, Benallal A. Yield criteria for voided materials with anisotropic matrix behavior [Internet]. European Journal of Mechanics A : solids. 2024 ; 104 1-18.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.euromechsol.2023.105079

    • Vancouver

      Ferreira AR, Proença SPB, Benallal A. Yield criteria for voided materials with anisotropic matrix behavior [Internet]. European Journal of Mechanics A : solids. 2024 ; 104 1-18.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.euromechsol.2023.105079

  • Artigo de periodico

    Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants (2024)

    Miguel, Leandro Fleck Fadel; Elias, Said; Beck, André Teófilo

    Fonte: Engineering Structures. Unidade: EESC

    Assuntos: AMORTECEDORES, VIBRAÇÕES, ESTRUTURAS

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    • ABNT

      MIGUEL, Leandro Fleck Fadel e ELIAS, Said e BECK, André Teófilo. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, v. 306, p. 1-13, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117861. Acesso em: 03 nov. 2024.

    • APA

      Miguel, L. F. F., Elias, S., & Beck, A. T. (2024). Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, 306, 1-13. doi:10.1016/j.engstruct.2024.117861

    • NLM

      Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861

    • Vancouver

      Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861

  • Artigo de periodico

    Orthotropic elastic properties for UHPFRC based on two-phase model homogenization (2024)

    Ribeiro, Paula O.; Carrazedo, Ricardo ; Oliveira, Caroline Oliveira e; Krahl, Pablo Augusto

    Fonte: Construction and Building Materials. Unidade: EESC

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

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    • ABNT

      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: 03 nov. 2024.

    • APA

      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 nov. 03 ] 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 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304

  • Artigo de periodico

    Reliability analysis of an earth dam under rainfall effects (2024)

    Torrico Siacara, Adrian ; Napa-García, Gian Franco; Beck, André Teófilo ; Futai, Marcos Massao

    Fonte: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP

    Assuntos: BARRAGENS DE TERRA, TRANSIENTES HIDRÁULICOS, BARRAGENS DE TERRA, PRECIPITAÇÃO ATMOSFÉRICA, ESTRUTURAS

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    • ABNT

      TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, v. 10, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-024-00571-1. Acesso em: 03 nov. 2024.

    • APA

      Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2024). Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, 10, 1-17. doi:10.1007/s40891-024-00571-1

    • NLM

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1

    • Vancouver

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1

  • Artigo de periodico

    Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles (2024)

    Silva, Luana Cristal Lirya; Lima, Felipe Oliveira; Araujo, Victor Almeida de ; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis ; Favarim, Higor Rogerio; Campos, Cristiane Inácio de

    Fonte: Polymers. Unidade: EESC

    Assuntos: NANOPARTÍCULAS, PAINÉIS, PAINÉIS, DENSIDADE DA MADEIRA, ESTRUTURAS

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    • ABNT

      SILVA, Luana Cristal Lirya et al. Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles. Polymers, v. 16, n. 12, p. 1-15, 2024Tradução . . Disponível em: http://dx.doi.org/10.3390/polym16121652. Acesso em: 03 nov. 2024.

    • APA

      Silva, L. C. L., Lima, F. O., Araujo, V. A. de, Santos, H. F. dos, Lahr, F. A. R., Christoforo, A. L., et al. (2024). Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles. Polymers, 16( 12), 1-15. doi:10.3390/polym16121652

    • NLM

      Silva LCL, Lima FO, Araujo VA de, Santos HF dos, Lahr FAR, Christoforo AL, Favarim HR, Campos CI de. Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles [Internet]. Polymers. 2024 ; 16( 12): 1-15.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.3390/polym16121652

    • Vancouver

      Silva LCL, Lima FO, Araujo VA de, Santos HF dos, Lahr FAR, Christoforo AL, Favarim HR, Campos CI de. Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles [Internet]. Polymers. 2024 ; 16( 12): 1-15.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.3390/polym16121652

  • Artigo de periodico

    Performance evaluation of asphalt binder modified with lignin-derived nanocarbon (2024)

    Brasil, Mirtes Aila de Carvalho; Leite, Leni Figueiredo Mathias ; Aragão, Francisco Thiago Sacramento; Osmari, Patricia Henning; Chinelatto Junior, Luiz Silvino; Nascimento, Luis Alberto Hermann do; Cravo, Margareth Carvalho Coutinho; Araújo, Joyce Rodrigues de

    Fonte: Revista Matéria. Unidade: EESC

    Assuntos: ASFALTO, FADIGA DOS MATERIAIS, ENVELHECIMENTO, ESTRUTURAS

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    • ABNT

      BRASIL, Mirtes Aila de Carvalho et al. Performance evaluation of asphalt binder modified with lignin-derived nanocarbon. Revista Matéria, v. 29, n. 2, p. 1-16, 2024Tradução . . Disponível em: http://dx.doi.org/10.1590/1517-7076-RMAT-2023-0358. Acesso em: 03 nov. 2024.

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      Brasil, M. A. de C., Leite, L. F. M., Aragão, F. T. S., Osmari, P. H., Chinelatto Junior, L. S., Nascimento, L. A. H. do, et al. (2024). Performance evaluation of asphalt binder modified with lignin-derived nanocarbon. Revista Matéria, 29( 2), 1-16. doi:10.1590/1517-7076-RMAT-2023-0358

    • NLM

      Brasil MA de C, Leite LFM, Aragão FTS, Osmari PH, Chinelatto Junior LS, Nascimento LAH do, Cravo MCC, Araújo JR de. Performance evaluation of asphalt binder modified with lignin-derived nanocarbon [Internet]. Revista Matéria. 2024 ; 29( 2): 1-16.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2023-0358

    • Vancouver

      Brasil MA de C, Leite LFM, Aragão FTS, Osmari PH, Chinelatto Junior LS, Nascimento LAH do, Cravo MCC, Araújo JR de. Performance evaluation of asphalt binder modified with lignin-derived nanocarbon [Internet]. Revista Matéria. 2024 ; 29( 2): 1-16.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2023-0358

  • Artigo de periodico

    A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration (2024)

    Costa, Luis Gustavo Lopes; Beck, André Teófilo

    Fonte: Structural Safety. Unidade: EESC

    Assuntos: EDIFÍCIOS, PROBABILIDADE, ESTRUTURAS

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      COSTA, Luis Gustavo Lopes e BECK, André Teófilo. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, v. 106, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102411. Acesso em: 03 nov. 2024.

    • APA

      Costa, L. G. L., & Beck, A. T. (2024). A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, 106, 1-24. doi:10.1016/j.strusafe.2023.102411

    • NLM

      Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411

    • Vancouver

      Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411

  • Artigo de periodico

    Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure (2024)

    Torrico Siacara, Adrian ; Xiangfeng, Guo; Beck, André Teófilo

    Fonte: Computers and Geotechnics. Unidades: EESC, EP

    Assuntos: ESTRUTURAS, FUNDAÇÕES (ENGENHARIA), ESTRUTURAS

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    • ABNT

      TORRICO SIACARA, Adrian e XIANGFENG, Guo e BECK, André Teófilo. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure. Computers and Geotechnics, v. 175, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.compgeo.2024.106659. Acesso em: 03 nov. 2024.

    • APA

      Torrico Siacara, A., Xiangfeng, G., & Beck, A. T. (2024). Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure. Computers and Geotechnics, 175. doi:10.1016/j.compgeo.2024.106659

    • NLM

      Torrico Siacara A, Xiangfeng G, Beck AT. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure [Internet]. Computers and Geotechnics. 2024 ; 175[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.compgeo.2024.106659

    • Vancouver

      Torrico Siacara A, Xiangfeng G, Beck AT. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure [Internet]. Computers and Geotechnics. 2024 ; 175[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.compgeo.2024.106659

  • Artigo de periodico

    Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation (2024)

    Santos, Wanderson Ferreira dos; Lopes, Igor A. Rodrigues; Pires, Francisco M. Andrade; Proença, Sérgio Persival Baroncini

    Fonte: 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: 03 nov. 2024.

    • APA

      Santos, W. F. dos, Lopes, I. A. R., Pires, F. M. A., & Proença, S. P. B. (2024). Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation. International Journal of Solids and Structures, 292, 1-31. doi:10.1016/j.ijsolstr.2024.112724

    • NLM

      Santos WF dos, Lopes IAR, Pires FMA, Proença SPB. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation [Internet]. International Journal of Solids and Structures. 2024 ; 292 1-31.[citado 2024 nov. 03 ] 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 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724

  • 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: 03 nov. 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 nov. 03 ] 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 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953

  • Artigo de periodico

    Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling (2024)

    Almeida, Luis Philipe Ribeiro; Leonel, Edson Denner

    Fonte: International Journal for Numerical Methods in Engineering. Unidade: EESC

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

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      ALMEIDA, Luis Philipe Ribeiro e LEONEL, Edson Denner. Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling. International Journal for Numerical Methods in Engineering, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1002/nme.7535. Acesso em: 03 nov. 2024.

    • APA

      Almeida, L. P. R., & Leonel, E. D. (2024). Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling. International Journal for Numerical Methods in Engineering, 1-40. doi:10.1002/nme.7535

    • NLM

      Almeida LPR, Leonel ED. Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling [Internet]. International Journal for Numerical Methods in Engineering. 2024 ; 1-40.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1002/nme.7535

    • Vancouver

      Almeida LPR, Leonel ED. Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling [Internet]. International Journal for Numerical Methods in Engineering. 2024 ; 1-40.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1002/nme.7535

  • Artigo de periodico

    Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin (2024)

    Bispo, Rodrigo Andraus; Rodrigues, Felipe Reis; Cazella, Pedro Henrique da Silva; Silva, Sérgio Augusto Mello da; Aquino, Vinicius Borges de Moura ; Moreto, Jeferson Aparecido; Chahud, Eduardo; Branco, Luiz Antônio Melgaço Nunes; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis

    Fonte: BioResources. Unidade: EESC

    Assuntos: MATERIAIS COMPÓSITOS DE FIBRAS, COCO, PAINÉIS, MAMONA, ESTRUTURAS

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    • ABNT

      BISPO, Rodrigo Andraus et al. Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin. BioResources, v. 19, n. 3, p. 6559-6568, 2024Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.19.3.6559-6568. Acesso em: 03 nov. 2024.

    • APA

      Bispo, R. A., Rodrigues, F. R., Cazella, P. H. da S., Silva, S. A. M. da, Aquino, V. B. de M., Moreto, J. A., et al. (2024). Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin. BioResources, 19( 3), 6559-6568. doi:10.15376/biores.19.3.6559-6568

    • NLM

      Bispo RA, Rodrigues FR, Cazella PH da S, Silva SAM da, Aquino VB de M, Moreto JA, Chahud E, Branco LAMN, Santos HF dos, Lahr FAR, Christoforo AL. Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin [Internet]. BioResources. 2024 ; 19( 3): 6559-6568.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.15376/biores.19.3.6559-6568

    • Vancouver

      Bispo RA, Rodrigues FR, Cazella PH da S, Silva SAM da, Aquino VB de M, Moreto JA, Chahud E, Branco LAMN, Santos HF dos, Lahr FAR, Christoforo AL. Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin [Internet]. BioResources. 2024 ; 19( 3): 6559-6568.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.15376/biores.19.3.6559-6568

  • Artigo de periodico

    Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution (2024)

    Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Bosse, Rúbia Mara; Silvestro, Laura; Ribeiro, Rodrigo S.; Lima, Geannina Terezinha dos Santos; Carrazedo, Ricardo

    Fonte: Buildings. Unidade: EESC

    Assuntos: DANOS MECÂNICOS, CONCRETO DE ALTA RESISTÊNCIA, ACÚSTICA, ESTRUTURAS

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    • ABNT

      GIDRÃO, Gustavo de Miranda Saleme et al. Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution. Buildings, v. 14, n. 8, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/buildings14082446. Acesso em: 03 nov. 2024.

    • APA

      Gidrão, G. de M. S., Krahl, P. A., Bosse, R. M., Silvestro, L., Ribeiro, R. S., Lima, G. T. dos S., & Carrazedo, R. (2024). Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution. Buildings, 14( 8), 1-17. doi:10.3390/buildings14082446

    • NLM

      Gidrão G de MS, Krahl PA, Bosse RM, Silvestro L, Ribeiro RS, Lima GT dos S, Carrazedo R. Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution [Internet]. Buildings. 2024 ; 14( 8): 1-17.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/buildings14082446

    • Vancouver

      Gidrão G de MS, Krahl PA, Bosse RM, Silvestro L, Ribeiro RS, Lima GT dos S, Carrazedo R. Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution [Internet]. Buildings. 2024 ; 14( 8): 1-17.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/buildings14082446

  • Artigo de periodico

    The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach (2024)

    Almeida, Luis Philipe Ribeiro; Leonel, Edson Denner

    Fonte: International Journal of Solids and Structures. Unidade: EESC

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

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    • ABNT

      ALMEIDA, Luis Philipe Ribeiro e LEONEL, Edson Denner. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach. International Journal of Solids and Structures, v. 286-287, p. 1-14, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595. Acesso em: 03 nov. 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

    • NLM

      Almeida LPR, Leonel ED. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach [Internet]. International Journal of Solids and Structures. 2024 ; 286-287 1-14.[citado 2024 nov. 03 ] 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 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595

  • Artigo de periodico

    An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics (2024)

    Rocha, Matheus; Trevelyan, John; Leonel, Edson Denner

    Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

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

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    • ABNT

      ROCHA, Matheus e TREVELYAN, John e LEONEL, Edson Denner. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 423, p. 1-33, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.116872. Acesso em: 03 nov. 2024.

    • APA

      Rocha, M., Trevelyan, J., & Leonel, E. D. (2024). An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 423, 1-33. doi:10.1016/j.cma.2024.116872

    • NLM

      Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2024 nov. 03 ] 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 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872

  • Artigo de periodico

    Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes (2024)

    Bosse, Rúbia Mara; Floréz-López, Julio; Gidráo. Gustavo M. S.; Rodrigues, Isabela Durci; Beck, André Teófilo

    Fonte: Engineering Structures. Unidade: EESC

    Assuntos: MECÂNICA DO DANO, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS

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    • ABNT

      BOSSE, Rúbia Mara et al. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, v. 311, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.118115. Acesso em: 03 nov. 2024.

    • APA

      Bosse, R. M., Floréz-López, J., Gidráo. Gustavo M. S.,, Rodrigues, I. D., & Beck, A. T. (2024). Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, 311, 1-24. doi:10.1016/j.engstruct.2024.118115

    • NLM

      Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115

    • Vancouver

      Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115

  • Artigo de periodico

    Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates (2024)

    Cunha, Rafael N; Amorim, David Leonardo Nascimento de Figueiredo; Proença, Sérgio Persival Baroncini ; Floréz-López, Julio

    Fonte: Engineering Structures. Unidade: EESC

    Assuntos: CONCRETO ARMADO, LAJES, MECÂNICA DO DANO, ESTRUTURAS

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    • ABNT

      CUNHA, Rafael N et al. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, v. 308, p. 1-16, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117993. Acesso em: 03 nov. 2024.

    • APA

      Cunha, R. N., Amorim, D. L. N. de F., Proença, S. P. B., & Floréz-López, J. (2024). Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, 308, 1-16. doi:10.1016/j.engstruct.2024.117993

    • NLM

      Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993

    • Vancouver

      Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993

  • Artigo de periodico

    A particle-position-based finite element formulation for free-surface flows with topological changes (2024)

    Avancini, Giovane; Franci, Alessandro; Idelsohn, Sergio; Sanches, Rodolfo André Kuche

    Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Assuntos: 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: 03 nov. 2024.

    • APA

      Avancini, G., Franci, A., Idelsohn, S., & Sanches, R. A. K. (2024). A particle-position-based finite element formulation for free-surface flows with topological changes. Computer Methods in Applied Mechanics and Engineering, 429, 1-26. doi:10.1016/j.cma.2024.117118

    • NLM

      Avancini G, Franci A, Idelsohn S, Sanches RAK. A particle-position-based finite element formulation for free-surface flows with topological changes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 429 1-26.[citado 2024 nov. 03 ] 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 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118

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