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  • Source: Revista IBRACON de Estruturas e Materiais. Unidade: EP

    Subjects: CONCRETO AUTOADENSÁVEL, ENSAIOS NÃO DESTRUTIVOS, CORROSÃO DOS MATERIAIS

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      VALERIO DANIEL, et al. Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules. Revista IBRACON de Estruturas e Materiais, v. 17, n. 2, p. 1-14, 2024Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952024000200006. Acesso em: 28 mar. 2024.
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      valerio daniel,, Fernandes, J. F., Futai, M. M., Figueiredo, A. D. de, & Aoki, I. V. (2024). Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules. Revista IBRACON de Estruturas e Materiais, 17( 2), 1-14. doi:10.1590/S1983-41952024000200006
    • NLM

      valerio daniel, Fernandes JF, Futai MM, Figueiredo AD de, Aoki IV. Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules [Internet]. Revista IBRACON de Estruturas e Materiais. 2024 ; 17( 2): 1-14.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1590/S1983-41952024000200006
    • Vancouver

      valerio daniel, Fernandes JF, Futai MM, Figueiredo AD de, Aoki IV. Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules [Internet]. Revista IBRACON de Estruturas e Materiais. 2024 ; 17( 2): 1-14.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1590/S1983-41952024000200006
  • Source: Book of abstracts. Conference titles: International Conference on Computational Contact Mechanics - ICCCM 2023. Unidade: EP

    Assunto: MÉTODO DOS ELEMENTOS FINITOS

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      MOHERDAUI, Tiago Fernandes e GAY NETO, Alfredo e WRIGGERS, Peter. Virtual element methods and higher order penalty-based node-to-segment contact. 2023, Anais.. Lecce: Unisalento Conferences, 2023. Disponível em: https://repositorio.usp.br/directbitstream/c789e638-397f-407a-bdd7-2f5219038d6e/Virtual%20element%20methods%20and%20higher%20order%20penalty-based%20node-to-segment%20contact.pdf. Acesso em: 28 mar. 2024.
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      Moherdaui, T. F., Gay Neto, A., & Wriggers, P. (2023). Virtual element methods and higher order penalty-based node-to-segment contact. In Book of abstracts. Lecce: Unisalento Conferences. Recuperado de https://repositorio.usp.br/directbitstream/c789e638-397f-407a-bdd7-2f5219038d6e/Virtual%20element%20methods%20and%20higher%20order%20penalty-based%20node-to-segment%20contact.pdf
    • NLM

      Moherdaui TF, Gay Neto A, Wriggers P. Virtual element methods and higher order penalty-based node-to-segment contact [Internet]. Book of abstracts. 2023 ;[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/c789e638-397f-407a-bdd7-2f5219038d6e/Virtual%20element%20methods%20and%20higher%20order%20penalty-based%20node-to-segment%20contact.pdf
    • Vancouver

      Moherdaui TF, Gay Neto A, Wriggers P. Virtual element methods and higher order penalty-based node-to-segment contact [Internet]. Book of abstracts. 2023 ;[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/c789e638-397f-407a-bdd7-2f5219038d6e/Virtual%20element%20methods%20and%20higher%20order%20penalty-based%20node-to-segment%20contact.pdf
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EP

    Assunto: ANÁLISE NÃO LINEAR DE ESTRUTURAS

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      KASSAB, Marcos Pires e CAMPELLO, Eduardo de Morais Barreto e PIMENTA, Paulo de Mattos. Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation. Computer Methods in Applied Mechanics and Engineering, v. 407, p. 28 , 2023Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2023.115933. Acesso em: 28 mar. 2024.
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      Kassab, M. P., Campello, E. de M. B., & Pimenta, P. de M. (2023). Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation. Computer Methods in Applied Mechanics and Engineering, 407, 28 . doi:10.1016/j.cma.2023.115933
    • NLM

      Kassab MP, Campello E de MB, Pimenta P de M. Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation [Internet]. Computer Methods in Applied Mechanics and Engineering. 2023 ; 407 28 .[citado 2024 mar. 28 ] Available from: https://doi.org/10.1016/j.cma.2023.115933
    • Vancouver

      Kassab MP, Campello E de MB, Pimenta P de M. Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation [Internet]. Computer Methods in Applied Mechanics and Engineering. 2023 ; 407 28 .[citado 2024 mar. 28 ] Available from: https://doi.org/10.1016/j.cma.2023.115933
  • Source: Matéria (Rio de Janeiro). Unidade: EP

    Subjects: CONCRETO REFORÇADO COM FIBRAS, CONCRETO PROJETADO

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      SANTOS, Felipe Pereira et al. Investigation of specimen size effect on the use of double punch test as quality control method of the steel fiber reinforced shotcrete. Matéria (Rio de Janeiro), v. 28, n. 3, 2023Tradução . . Disponível em: https://doi.org/10.1590/1517-7076-RMAT-2023-0147. Acesso em: 28 mar. 2024.
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      Santos, F. P., Estrada Cáceres, A. R., Santiago, R. C., & Figueiredo, A. D. de. (2023). Investigation of specimen size effect on the use of double punch test as quality control method of the steel fiber reinforced shotcrete. Matéria (Rio de Janeiro), 28( 3). doi:10.1590/1517-7076-RMAT-2023-0147
    • NLM

      Santos FP, Estrada Cáceres AR, Santiago RC, Figueiredo AD de. Investigation of specimen size effect on the use of double punch test as quality control method of the steel fiber reinforced shotcrete [Internet]. Matéria (Rio de Janeiro). 2023 ; 28( 3):[citado 2024 mar. 28 ] Available from: https://doi.org/10.1590/1517-7076-RMAT-2023-0147
    • Vancouver

      Santos FP, Estrada Cáceres AR, Santiago RC, Figueiredo AD de. Investigation of specimen size effect on the use of double punch test as quality control method of the steel fiber reinforced shotcrete [Internet]. Matéria (Rio de Janeiro). 2023 ; 28( 3):[citado 2024 mar. 28 ] Available from: https://doi.org/10.1590/1517-7076-RMAT-2023-0147
  • Source: Proceedings 10th NUMGE 2023. Conference titles: European Conference on Numerical Methods in Geotechnical Engineering. Unidade: EP

    Subjects: POLIEDROS, MÉTODOS NUMÉRICOS, MÉTODO DOS ELEMENTOS FINITOS

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      WRIGGERS, Peter et al. Granular Media modeled by flexible polyhedra using the virtual element method. 2023, Anais.. London: ISSMGE, 2023. Disponível em: https://doi.org/10.53243/NUMGE2023-429. Acesso em: 28 mar. 2024.
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      Wriggers, P., Gay Neto, A., Hudobivnik, B., & Moherdaui, T. F. (2023). Granular Media modeled by flexible polyhedra using the virtual element method. In Proceedings 10th NUMGE 2023. London: ISSMGE. doi:10.53243/NUMGE2023-429
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      Wriggers P, Gay Neto A, Hudobivnik B, Moherdaui TF. Granular Media modeled by flexible polyhedra using the virtual element method [Internet]. Proceedings 10th NUMGE 2023. 2023 ;[citado 2024 mar. 28 ] Available from: https://doi.org/10.53243/NUMGE2023-429
    • Vancouver

      Wriggers P, Gay Neto A, Hudobivnik B, Moherdaui TF. Granular Media modeled by flexible polyhedra using the virtual element method [Internet]. Proceedings 10th NUMGE 2023. 2023 ;[citado 2024 mar. 28 ] Available from: https://doi.org/10.53243/NUMGE2023-429
  • Source: Computational Mechanics. Unidade: EP

    Subjects: FUNÇÕES SPLINE, MÉTODO DOS ELEMENTOS FINITOS

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      FACCIO JÚNIOR, Celso Jaco e GAY NETO, Alfredo e WRIGGERS, Peter. Spline-based smooth beam-to-beam contact model. Computational Mechanics, n. 4, p. 663–692, 2023Tradução . . Disponível em: https://doi.org/10.1007/s00466-023-02283-1. Acesso em: 28 mar. 2024.
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      Faccio Júnior, C. J., Gay Neto, A., & Wriggers, P. (2023). Spline-based smooth beam-to-beam contact model. Computational Mechanics, ( 4), 663–692. doi:10.1007/s00466-023-02283-1
    • NLM

      Faccio Júnior CJ, Gay Neto A, Wriggers P. Spline-based smooth beam-to-beam contact model [Internet]. Computational Mechanics. 2023 ;( 4): 663–692.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1007/s00466-023-02283-1
    • Vancouver

      Faccio Júnior CJ, Gay Neto A, Wriggers P. Spline-based smooth beam-to-beam contact model [Internet]. Computational Mechanics. 2023 ;( 4): 663–692.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1007/s00466-023-02283-1
  • Source: Journal of Materials Research and Technology Volume 23, March–April 2023, Pages 3257-3271. Unidade: EP

    Subjects: FADIGA DAS ESTRUTURAS, JUNTAS REBITADAS, PONTES FERROVIÁRIAS

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      CORREIA, José António Fonseca de Oliveira et al. Fatigue strength assessment of riveted railway bridge details based on regression analyses combined with probabilistic models. Journal of Materials Research and Technology Volume 23, March–April 2023, Pages 3257-3271, v. 23, p. 3257-3271, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.jmrt.2023.01.193. Acesso em: 28 mar. 2024.
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      Correia, J. A. F. de O., Mourão, A. M. de B. F. da S., Xin, H., Jesus, A. M. P. de, Bittencourt, T. N., Calçada, R. A. B., & Berto, F. (2023). Fatigue strength assessment of riveted railway bridge details based on regression analyses combined with probabilistic models. Journal of Materials Research and Technology Volume 23, March–April 2023, Pages 3257-3271, 23, 3257-3271. doi:10.1016/j.jmrt.2023.01.193
    • NLM

      Correia JAF de O, Mourão AM de BF da S, Xin H, Jesus AMP de, Bittencourt TN, Calçada RAB, Berto F. Fatigue strength assessment of riveted railway bridge details based on regression analyses combined with probabilistic models [Internet]. Journal of Materials Research and Technology Volume 23, March–April 2023, Pages 3257-3271. 2023 ; 23 3257-3271.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1016/j.jmrt.2023.01.193
    • Vancouver

      Correia JAF de O, Mourão AM de BF da S, Xin H, Jesus AMP de, Bittencourt TN, Calçada RAB, Berto F. Fatigue strength assessment of riveted railway bridge details based on regression analyses combined with probabilistic models [Internet]. Journal of Materials Research and Technology Volume 23, March–April 2023, Pages 3257-3271. 2023 ; 23 3257-3271.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1016/j.jmrt.2023.01.193
  • Source: Engineering Computations. Unidade: EP

    Subjects: FERROVIAS, TRILHOS, RODAS, MÍNIMOS QUADRADOS, MODELOS MATEMÁTICOS

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      SILVA, Lucas da e GAY NETO, Alfredo. Geometry reconstruction based on arc splines with application to wheel-rail contact simulation. Engineering Computations, v. 40, n. 7/8, p. 1889-1920, 2023Tradução . . Disponível em: https://doi.org/10.1108/EC-11-2022-0666. Acesso em: 28 mar. 2024.
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      Silva, L. da, & Gay Neto, A. (2023). Geometry reconstruction based on arc splines with application to wheel-rail contact simulation. Engineering Computations, 40( 7/8), 1889-1920. doi:10.1108/EC-11-2022-0666
    • NLM

      Silva L da, Gay Neto A. Geometry reconstruction based on arc splines with application to wheel-rail contact simulation [Internet]. Engineering Computations. 2023 ;40( 7/8): 1889-1920.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1108/EC-11-2022-0666
    • Vancouver

      Silva L da, Gay Neto A. Geometry reconstruction based on arc splines with application to wheel-rail contact simulation [Internet]. Engineering Computations. 2023 ;40( 7/8): 1889-1920.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1108/EC-11-2022-0666
  • Source: E3S Web of Conferences. Conference titles: International Conference on Unsaturated Soils - UNSAT 2023. Unidades: EP, IGC

    Subjects: ATERROS, REJEITOS DE MINERAÇÃO, CISALHAMENTO

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      JESUS, Michelli Hora de et al. Unsaturated shear strength parameters for a compacted iron ore tailings. E3S Web of Conferences. Les Ulis: Escola Politécnica, Universidade de São Paulo. Disponível em: https://doi.org/10.1051/e3sconf/202338216004. Acesso em: 28 mar. 2024. , 2023
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      Jesus, M. H. de, Serafim, R., Silva, J. P., & Marinho, F. A. M. (2023). Unsaturated shear strength parameters for a compacted iron ore tailings. E3S Web of Conferences. Les Ulis: Escola Politécnica, Universidade de São Paulo. doi:10.1051/e3sconf/202338216004
    • NLM

      Jesus MH de, Serafim R, Silva JP, Marinho FAM. Unsaturated shear strength parameters for a compacted iron ore tailings [Internet]. E3S Web of Conferences. 2023 ; 382 6 on-line.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1051/e3sconf/202338216004
    • Vancouver

      Jesus MH de, Serafim R, Silva JP, Marinho FAM. Unsaturated shear strength parameters for a compacted iron ore tailings [Internet]. E3S Web of Conferences. 2023 ; 382 6 on-line.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1051/e3sconf/202338216004
  • Source: Revista IBRACON de Estruturas e Materiais. Unidade: EP

    Assunto: CONCRETO REFORÇADO COM FIBRAS

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      MONTE, Renata et al. Simplified DEWS test for steel fibre-reinforced concrete characterisation. Revista IBRACON de Estruturas e Materiais, v. 16, n. 6, p. 12 2023, 2023Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952023000600004. Acesso em: 28 mar. 2024.
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      Monte, R., Pereira, L. da S., Figueiredo, A. D. de, Blanco, A., & Bitencourt Júnior, L. A. G. (2023). Simplified DEWS test for steel fibre-reinforced concrete characterisation. Revista IBRACON de Estruturas e Materiais, 16( 6), 12 2023. doi:10.1590/S1983-41952023000600004
    • NLM

      Monte R, Pereira L da S, Figueiredo AD de, Blanco A, Bitencourt Júnior LAG. Simplified DEWS test for steel fibre-reinforced concrete characterisation [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 6): 12 2023.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1590/S1983-41952023000600004
    • Vancouver

      Monte R, Pereira L da S, Figueiredo AD de, Blanco A, Bitencourt Júnior LAG. Simplified DEWS test for steel fibre-reinforced concrete characterisation [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 6): 12 2023.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1590/S1983-41952023000600004
  • Source: Proceedings. Conference titles: International Nonlinear Dynamics Conference - NODYCON 2023. Unidade: EP

    Subjects: REABILITAÇÃO, INTEGRIDADE ESTRUTURAL

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      MAZZILLI, Carlos Eduardo Nigro e FRANZINI, Guilherme Rosa. Structural reliability analysis based on the dynamic integrity of an attractor. part I. 2023, Anais.. Roma: Sapienza Università di Roma, 2023. Disponível em: https://repositorio.usp.br/directbitstream/c5cc5bdf-bc0f-45cb-bcad-a377176decce/Structural%20reliability%20analysis%20based%20on%20the%20dynamic%20integrity%20of%20an%20attractor.%20part%20I.pdf. Acesso em: 28 mar. 2024.
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      Mazzilli, C. E. N., & Franzini, G. R. (2023). Structural reliability analysis based on the dynamic integrity of an attractor. part I. In Proceedings. Roma: Sapienza Università di Roma. Recuperado de https://repositorio.usp.br/directbitstream/c5cc5bdf-bc0f-45cb-bcad-a377176decce/Structural%20reliability%20analysis%20based%20on%20the%20dynamic%20integrity%20of%20an%20attractor.%20part%20I.pdf
    • NLM

      Mazzilli CEN, Franzini GR. Structural reliability analysis based on the dynamic integrity of an attractor. part I [Internet]. Proceedings. 2023 ;[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/c5cc5bdf-bc0f-45cb-bcad-a377176decce/Structural%20reliability%20analysis%20based%20on%20the%20dynamic%20integrity%20of%20an%20attractor.%20part%20I.pdf
    • Vancouver

      Mazzilli CEN, Franzini GR. Structural reliability analysis based on the dynamic integrity of an attractor. part I [Internet]. Proceedings. 2023 ;[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/c5cc5bdf-bc0f-45cb-bcad-a377176decce/Structural%20reliability%20analysis%20based%20on%20the%20dynamic%20integrity%20of%20an%20attractor.%20part%20I.pdf
  • Source: Structural Engineering and Mechanics. Unidade: EP

    Subjects: VIGAS DE REFORÇO, CONCRETO REFORÇADO COM FIBRAS

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      BUTTIGNOL, Thomaz Eduardo Teixeira e GRANATO, Eduardo Costa. Experimental and numerical analyses of RC beams strengthened in compression with UHPFRC. Structural Engineering and Mechanics, v. 85, n. 4, p. 511-529, 2023Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/5ffc4763-6d08-4841-8019-ed33b3476a7c/Experimental%20and%20numerical%20analyses%20of%20RC%20beams%20strengthened%20in%20compression%20with%20UHPFRC.pdf. Acesso em: 28 mar. 2024.
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      Buttignol, T. E. T., & Granato, E. C. (2023). Experimental and numerical analyses of RC beams strengthened in compression with UHPFRC. Structural Engineering and Mechanics, 85( 4), 511-529. Recuperado de https://repositorio.usp.br/directbitstream/5ffc4763-6d08-4841-8019-ed33b3476a7c/Experimental%20and%20numerical%20analyses%20of%20RC%20beams%20strengthened%20in%20compression%20with%20UHPFRC.pdf
    • NLM

      Buttignol TET, Granato EC. Experimental and numerical analyses of RC beams strengthened in compression with UHPFRC [Internet]. Structural Engineering and Mechanics. 2023 ; 85( 4): 511-529.[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/5ffc4763-6d08-4841-8019-ed33b3476a7c/Experimental%20and%20numerical%20analyses%20of%20RC%20beams%20strengthened%20in%20compression%20with%20UHPFRC.pdf
    • Vancouver

      Buttignol TET, Granato EC. Experimental and numerical analyses of RC beams strengthened in compression with UHPFRC [Internet]. Structural Engineering and Mechanics. 2023 ; 85( 4): 511-529.[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/5ffc4763-6d08-4841-8019-ed33b3476a7c/Experimental%20and%20numerical%20analyses%20of%20RC%20beams%20strengthened%20in%20compression%20with%20UHPFRC.pdf
  • Source: Sustainability. Unidade: EP

    Subjects: GEOSSINTÉTICOS, ATERROS, SOLOS, MUROS DE ARRIMO

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      PORTELINHA, Fernando Henrique Martins e GOULART, João Maurício Homsi e AVESANI NETO, José Orlando. Influence of heterogeneous arrangements of reinforcements’ length and stiffness on the deformation of instrumented geosynthetic-reinforced retaining walls constructed with sustainable locally available backfill soils. Sustainability, v. 15, n. 10, p. 18 on-line, 2023Tradução . . Disponível em: https://doi.org/10.3390/su15108183. Acesso em: 28 mar. 2024.
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      Portelinha, F. H. M., Goulart, J. M. H., & Avesani Neto, J. O. (2023). Influence of heterogeneous arrangements of reinforcements’ length and stiffness on the deformation of instrumented geosynthetic-reinforced retaining walls constructed with sustainable locally available backfill soils. Sustainability, 15( 10), 18 on-line. doi:10.3390/su15108183
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      Portelinha FHM, Goulart JMH, Avesani Neto JO. Influence of heterogeneous arrangements of reinforcements’ length and stiffness on the deformation of instrumented geosynthetic-reinforced retaining walls constructed with sustainable locally available backfill soils [Internet]. Sustainability. 2023 ; 15( 10): 18 on-line.[citado 2024 mar. 28 ] Available from: https://doi.org/10.3390/su15108183
    • Vancouver

      Portelinha FHM, Goulart JMH, Avesani Neto JO. Influence of heterogeneous arrangements of reinforcements’ length and stiffness on the deformation of instrumented geosynthetic-reinforced retaining walls constructed with sustainable locally available backfill soils [Internet]. Sustainability. 2023 ; 15( 10): 18 on-line.[citado 2024 mar. 28 ] Available from: https://doi.org/10.3390/su15108183
  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: CONCRETO, RUPTURA DOS MATERIAIS, METODOLOGIA E TÉCNICAS DE COMPUTAÇÃO

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      GIMENES, Marcela et al. 2D mesoscale modeling of compressive fracture in concrete using a mesh fragmentation technique. International Journal of Solids and Structures, v. 260–261, p. 14 , 2023Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2022.112031. Acesso em: 28 mar. 2024.
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      Gimenes, M., Rodrigues, E. A., Bitencourt Júnior, L. A. G., & Manzoli, O. L. (2023). 2D mesoscale modeling of compressive fracture in concrete using a mesh fragmentation technique. International Journal of Solids and Structures, 260–261, 14 . doi:10.1016/j.ijsolstr.2022.112031
    • NLM

      Gimenes M, Rodrigues EA, Bitencourt Júnior LAG, Manzoli OL. 2D mesoscale modeling of compressive fracture in concrete using a mesh fragmentation technique [Internet]. International Journal of Solids and Structures. 2023 ; 260–261 14 .[citado 2024 mar. 28 ] Available from: https://doi.org/10.1016/j.ijsolstr.2022.112031
    • Vancouver

      Gimenes M, Rodrigues EA, Bitencourt Júnior LAG, Manzoli OL. 2D mesoscale modeling of compressive fracture in concrete using a mesh fragmentation technique [Internet]. International Journal of Solids and Structures. 2023 ; 260–261 14 .[citado 2024 mar. 28 ] Available from: https://doi.org/10.1016/j.ijsolstr.2022.112031
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EP

    Subjects: MÉTODOS NUMÉRICOS, MÉTODO DOS ELEMENTOS FINITOS, DINÂMICA DAS ESTRUTURAS

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      GAY NETO, Alfredo. Framework for automatic contact detection in a multibody system. Computer Methods in Applied Mechanics and Engineering, v. 403, n. Ja 2023, p. 31 on-line, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.115703. Acesso em: 28 mar. 2024.
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      Gay Neto, A. (2023). Framework for automatic contact detection in a multibody system. Computer Methods in Applied Mechanics and Engineering, 403( Ja 2023), 31 on-line. doi:10.1016/j.cma.2022.115703
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      Gay Neto A. Framework for automatic contact detection in a multibody system [Internet]. Computer Methods in Applied Mechanics and Engineering. 2023 ; 403( Ja 2023): 31 on-line.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1016/j.cma.2022.115703
    • Vancouver

      Gay Neto A. Framework for automatic contact detection in a multibody system [Internet]. Computer Methods in Applied Mechanics and Engineering. 2023 ; 403( Ja 2023): 31 on-line.[citado 2024 mar. 28 ] Available from: https://doi.org/10.1016/j.cma.2022.115703
  • Source: Revista CIATEC-UPF. Unidade: EP

    Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, FUNDAÇÕES (ENGENHARIA)

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      SOUZA, Patrícia Tavares de e ALMEIDA, Valério da Silva e OLIVEIRA NETO, Luttgardes de. Estudo para análise numérica de interação solo-estrutura por MEC/MEF em fundação rasa. Revista CIATEC-UPF, v. 15, n. 1, p. 20-42, 2023Tradução . . Disponível em: https://seer.upf.br/index.php/ciatec/article/view/14418. Acesso em: 28 mar. 2024.
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      Souza, P. T. de, Almeida, V. da S., & Oliveira Neto, L. de. (2023). Estudo para análise numérica de interação solo-estrutura por MEC/MEF em fundação rasa. Revista CIATEC-UPF, 15( 1), 20-42. Recuperado de https://seer.upf.br/index.php/ciatec/article/view/14418
    • NLM

      Souza PT de, Almeida V da S, Oliveira Neto L de. Estudo para análise numérica de interação solo-estrutura por MEC/MEF em fundação rasa [Internet]. Revista CIATEC-UPF. 2023 ; 15( 1): 20-42.[citado 2024 mar. 28 ] Available from: https://seer.upf.br/index.php/ciatec/article/view/14418
    • Vancouver

      Souza PT de, Almeida V da S, Oliveira Neto L de. Estudo para análise numérica de interação solo-estrutura por MEC/MEF em fundação rasa [Internet]. Revista CIATEC-UPF. 2023 ; 15( 1): 20-42.[citado 2024 mar. 28 ] Available from: https://seer.upf.br/index.php/ciatec/article/view/14418
  • Source: Book of abstracts. Conference titles: International Conference on Computational Contact Mechanics - ICCCM 2023. Unidade: EP

    Subjects: FERROVIAS, TRILHOS, RODAS

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      SILVA, Lucas da e CRAVEIRO, Marina Vendl e GAY NETO, Alfredo. Strategy to address two-dimensional pointwise concave contact problems. 2023, Anais.. Lecce: Unisalento Conferences, 2023. Disponível em: https://repositorio.usp.br/directbitstream/fd5e7977-c731-4c4b-98c3-38a00e58d780/Strategy%20to%20address%20two-dimensional%20pointwise%20concave%20contact%20problems.pdf. Acesso em: 28 mar. 2024.
    • APA

      Silva, L. da, Craveiro, M. V., & Gay Neto, A. (2023). Strategy to address two-dimensional pointwise concave contact problems. In Book of abstracts. Lecce: Unisalento Conferences. Recuperado de https://repositorio.usp.br/directbitstream/fd5e7977-c731-4c4b-98c3-38a00e58d780/Strategy%20to%20address%20two-dimensional%20pointwise%20concave%20contact%20problems.pdf
    • NLM

      Silva L da, Craveiro MV, Gay Neto A. Strategy to address two-dimensional pointwise concave contact problems [Internet]. Book of abstracts. 2023 ;[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/fd5e7977-c731-4c4b-98c3-38a00e58d780/Strategy%20to%20address%20two-dimensional%20pointwise%20concave%20contact%20problems.pdf
    • Vancouver

      Silva L da, Craveiro MV, Gay Neto A. Strategy to address two-dimensional pointwise concave contact problems [Internet]. Book of abstracts. 2023 ;[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/fd5e7977-c731-4c4b-98c3-38a00e58d780/Strategy%20to%20address%20two-dimensional%20pointwise%20concave%20contact%20problems.pdf
  • Source: Multibody Dynamics 2023. Conference titles: ECCOMAS Thematic Conference on Multibody Dynamics. Unidade: EP

    Subjects: FERROVIAS, RODAS, TRILHOS

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      PACHECO, Philipe Augusto de Paula et al. Prediction of rolling contact fatigue loci: a comparison between dynamic and a simplified quasi-static approaches. 2023, Anais.. Lisboa: IDMEC, 2023. Disponível em: https://repositorio.usp.br/directbitstream/96434470-867f-4c26-8a7f-e8cdefbbbe39/Prediction%20of%20rolling%20contact%20fatigue%20loci%20a%20comparison%20between%20%20dynamic%20and%20a%20simplified%20quasi-static%20approaches.pdf. Acesso em: 28 mar. 2024.
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      Pacheco, P. A. de P., Ramos, P. G., Sá, T. L., Santos, G. F. M. dos, Gay Neto, A., & Santos Junior, A. A. dos. (2023). Prediction of rolling contact fatigue loci: a comparison between dynamic and a simplified quasi-static approaches. In Multibody Dynamics 2023. Lisboa: IDMEC. Recuperado de https://repositorio.usp.br/directbitstream/96434470-867f-4c26-8a7f-e8cdefbbbe39/Prediction%20of%20rolling%20contact%20fatigue%20loci%20a%20comparison%20between%20%20dynamic%20and%20a%20simplified%20quasi-static%20approaches.pdf
    • NLM

      Pacheco PA de P, Ramos PG, Sá TL, Santos GFM dos, Gay Neto A, Santos Junior AA dos. Prediction of rolling contact fatigue loci: a comparison between dynamic and a simplified quasi-static approaches [Internet]. Multibody Dynamics 2023. 2023 ;[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/96434470-867f-4c26-8a7f-e8cdefbbbe39/Prediction%20of%20rolling%20contact%20fatigue%20loci%20a%20comparison%20between%20%20dynamic%20and%20a%20simplified%20quasi-static%20approaches.pdf
    • Vancouver

      Pacheco PA de P, Ramos PG, Sá TL, Santos GFM dos, Gay Neto A, Santos Junior AA dos. Prediction of rolling contact fatigue loci: a comparison between dynamic and a simplified quasi-static approaches [Internet]. Multibody Dynamics 2023. 2023 ;[citado 2024 mar. 28 ] Available from: https://repositorio.usp.br/directbitstream/96434470-867f-4c26-8a7f-e8cdefbbbe39/Prediction%20of%20rolling%20contact%20fatigue%20loci%20a%20comparison%20between%20%20dynamic%20and%20a%20simplified%20quasi-static%20approaches.pdf
  • Source: ce/papers. Unidade: EP

    Assunto: PONTES

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      CARVALHO, Hermes et al. Structural collapse assessment of the access bridge to Hydroelectric Plant “Pacífico Mascarenhas”. ce/papers, v. 6, n. 5, 2023Tradução . . Disponível em: https://doi.org/10.1002/cepa.2034. Acesso em: 28 mar. 2024.
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      Carvalho, H., Gomes Junior, J., Almeida, P. A. M. M. e, Correia, J. A. F. de O., Vilela, P. M. L., Bittencourt, T. N., & Oliveira, L. (2023). Structural collapse assessment of the access bridge to Hydroelectric Plant “Pacífico Mascarenhas”. ce/papers, 6( 5). doi:10.1002/cepa.2034
    • NLM

      Carvalho H, Gomes Junior J, Almeida PAMM e, Correia JAF de O, Vilela PML, Bittencourt TN, Oliveira L. Structural collapse assessment of the access bridge to Hydroelectric Plant “Pacífico Mascarenhas” [Internet]. ce/papers. 2023 ; 6( 5):[citado 2024 mar. 28 ] Available from: https://doi.org/10.1002/cepa.2034
    • Vancouver

      Carvalho H, Gomes Junior J, Almeida PAMM e, Correia JAF de O, Vilela PML, Bittencourt TN, Oliveira L. Structural collapse assessment of the access bridge to Hydroelectric Plant “Pacífico Mascarenhas” [Internet]. ce/papers. 2023 ; 6( 5):[citado 2024 mar. 28 ] Available from: https://doi.org/10.1002/cepa.2034
  • Source: Revista IBRACON de Estruturas e Materiais. Unidade: EP

    Assunto: ESTRUTURAS DE CONCRETO ARMADO

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      CHEN, Reinaldo e BITTENCOURT, Túlio Nogueira e DELLA BELLA, João Carlos. Design of reinforced concrete structures from three-dimensional stress fields. Revista IBRACON de Estruturas e Materiais, v. 16, n. 4, p. 20 , 2023Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952023000400007. Acesso em: 28 mar. 2024.
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      Chen, R., Bittencourt, T. N., & Della Bella, J. C. (2023). Design of reinforced concrete structures from three-dimensional stress fields. Revista IBRACON de Estruturas e Materiais, 16( 4), 20 . doi:10.1590/S1983-41952023000400007
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      Chen R, Bittencourt TN, Della Bella JC. Design of reinforced concrete structures from three-dimensional stress fields [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 4): 20 .[citado 2024 mar. 28 ] Available from: https://doi.org/10.1590/S1983-41952023000400007
    • Vancouver

      Chen R, Bittencourt TN, Della Bella JC. Design of reinforced concrete structures from three-dimensional stress fields [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 4): 20 .[citado 2024 mar. 28 ] Available from: https://doi.org/10.1590/S1983-41952023000400007

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