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  • Source: 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: 27 abr. 2024.
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      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
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      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 abr. 27 ] 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 abr. 27 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724
  • Source: International Journal of Solids and Structures. Unidade: EESC

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

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      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: 27 abr. 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 abr. 27 ] 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 abr. 27 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
  • 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: 27 abr. 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 abr. 27 ] 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 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2022.112031
  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: ESTRUTURAS DE MEMBRANAS, MÉTODO DOS ELEMENTOS FINITOS

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      PAULETTI, Ruy Marcelo de Oliveira e FERNANDES, Fagner Lopes. An outline of the natural force density method and its extension to quadrilateral elements. International Journal of Solids and Structures, v. 185–186, p. 423-438, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2019.09.003. Acesso em: 27 abr. 2024.
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      Pauletti, R. M. de O., & Fernandes, F. L. (2020). An outline of the natural force density method and its extension to quadrilateral elements. International Journal of Solids and Structures, 185–186, 423-438. doi:10.1016/j.ijsolstr.2019.09.003
    • NLM

      Pauletti RM de O, Fernandes FL. An outline of the natural force density method and its extension to quadrilateral elements [Internet]. International Journal of Solids and Structures. 2020 ; 185–186 423-438.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2019.09.003
    • Vancouver

      Pauletti RM de O, Fernandes FL. An outline of the natural force density method and its extension to quadrilateral elements [Internet]. International Journal of Solids and Structures. 2020 ; 185–186 423-438.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2019.09.003
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      AGUIAR, Adair Roberto e ROYER-CARFAGNI, Gianni F. e SEITENFUSS, Alan Bourscheidt. Wiggly strain localizations in peridynamic bars with non-convex potential. International Journal of Solids and Structures, v. 138, p. 1-12, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2017.12.023. Acesso em: 27 abr. 2024.
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      Aguiar, A. R., Royer-Carfagni, G. F., & Seitenfuss, A. B. (2018). Wiggly strain localizations in peridynamic bars with non-convex potential. International Journal of Solids and Structures, 138, 1-12. doi:10.1016/j.ijsolstr.2017.12.023
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      Aguiar AR, Royer-Carfagni GF, Seitenfuss AB. Wiggly strain localizations in peridynamic bars with non-convex potential [Internet]. International Journal of Solids and Structures. 2018 ; 138 1-12.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2017.12.023
    • Vancouver

      Aguiar AR, Royer-Carfagni GF, Seitenfuss AB. Wiggly strain localizations in peridynamic bars with non-convex potential [Internet]. International Journal of Solids and Structures. 2018 ; 138 1-12.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2017.12.023
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, ESTRUTURAS

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      ARGÔLO, Higor Sérgio Dantas de e PROENCA, Sergio Persival Baroncini. Splitting method and hybrid-Trefftz formulation for multisite damage analysis in two-dimensional domains. International Journal of Solids and Structures, v. 104-105, n. 1, p. 50-64, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2016.10.030. Acesso em: 27 abr. 2024.
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      Argôlo, H. S. D. de, & Proenca, S. P. B. (2017). Splitting method and hybrid-Trefftz formulation for multisite damage analysis in two-dimensional domains. International Journal of Solids and Structures, 104-105( 1), 50-64. doi:10.1016/j.ijsolstr.2016.10.030
    • NLM

      Argôlo HSD de, Proenca SPB. Splitting method and hybrid-Trefftz formulation for multisite damage analysis in two-dimensional domains [Internet]. International Journal of Solids and Structures. 2017 ; 104-105( 1): 50-64.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2016.10.030
    • Vancouver

      Argôlo HSD de, Proenca SPB. Splitting method and hybrid-Trefftz formulation for multisite damage analysis in two-dimensional domains [Internet]. International Journal of Solids and Structures. 2017 ; 104-105( 1): 50-64.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2016.10.030
  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: RESISTÊNCIA DOS MATERIAIS, MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO E ESTRESSES

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      KARAGIOZOVA, Dora e ALVES, Marcílio. Propagation of compaction waves in cellular materials with continuous varying density. International Journal of Solids and Structures, v. 71, p. 323-337, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2015.07.005. Acesso em: 27 abr. 2024.
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      Karagiozova, D., & Alves, M. (2015). Propagation of compaction waves in cellular materials with continuous varying density. International Journal of Solids and Structures, 71, 323-337. doi:10.1016/j.ijsolstr.2015.07.005
    • NLM

      Karagiozova D, Alves M. Propagation of compaction waves in cellular materials with continuous varying density [Internet]. International Journal of Solids and Structures. 2015 ; 71 323-337.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2015.07.005
    • Vancouver

      Karagiozova D, Alves M. Propagation of compaction waves in cellular materials with continuous varying density [Internet]. International Journal of Solids and Structures. 2015 ; 71 323-337.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2015.07.005
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DE MONTE CARLO, PROCESSOS ESTOCÁSTICOS

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      SILVA JUNIOR, Claudio Roberto Ávila da e BECK, André Teófilo. Efficient bounds for the Monte Carlo-Neumann solution of stochastic thermo-elasticity problems. International Journal of Solids and Structures, v. 58, p. 136-145, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2014.12.025. Acesso em: 27 abr. 2024.
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      Silva Junior, C. R. Á. da, & Beck, A. T. (2015). Efficient bounds for the Monte Carlo-Neumann solution of stochastic thermo-elasticity problems. International Journal of Solids and Structures, 58, 136-145. doi:10.1016/j.ijsolstr.2014.12.025
    • NLM

      Silva Junior CRÁ da, Beck AT. Efficient bounds for the Monte Carlo-Neumann solution of stochastic thermo-elasticity problems [Internet]. International Journal of Solids and Structures. 2015 ; 58 136-145.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2014.12.025
    • Vancouver

      Silva Junior CRÁ da, Beck AT. Efficient bounds for the Monte Carlo-Neumann solution of stochastic thermo-elasticity problems [Internet]. International Journal of Solids and Structures. 2015 ; 58 136-145.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2014.12.025
  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: ESTRUTURAS (IMPACTO), RESISTÊNCIA DOS MATERIAIS, TENSÃO DOS MATERIAIS

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      KARAGIOZOVA, Dora e ALVES, Marcílio. Compaction of a double-layered metal foam block impacting a rigid wall. International Journal of Solids and Structures, v. 51, n. 13, p. 2424-2438, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2014.03.012. Acesso em: 27 abr. 2024.
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      Karagiozova, D., & Alves, M. (2014). Compaction of a double-layered metal foam block impacting a rigid wall. International Journal of Solids and Structures, 51( 13), 2424-2438. doi:10.1016/j.ijsolstr.2014.03.012
    • NLM

      Karagiozova D, Alves M. Compaction of a double-layered metal foam block impacting a rigid wall [Internet]. International Journal of Solids and Structures. 2014 ; 51( 13): 2424-2438.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2014.03.012
    • Vancouver

      Karagiozova D, Alves M. Compaction of a double-layered metal foam block impacting a rigid wall [Internet]. International Journal of Solids and Structures. 2014 ; 51( 13): 2424-2438.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2014.03.012
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Subjects: PLÁSTICOS BIODEGRADÁVEIS, POLÍMEROS (MATERIAIS)

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      VIEIRA, André Ferreira Costa e GUEDES, Rui Miranda e TITA, Volnei. Constitutive modeling of biodegradable polymers: hydrolytic degradation and time-dependent behavior. International Journal of Solids and Structures, v. 51, n. 5, p. 1164-1174, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2013.12.010. Acesso em: 27 abr. 2024.
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      Vieira, A. F. C., Guedes, R. M., & Tita, V. (2014). Constitutive modeling of biodegradable polymers: hydrolytic degradation and time-dependent behavior. International Journal of Solids and Structures, 51( 5), 1164-1174. doi:10.1016/j.ijsolstr.2013.12.010
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      Vieira AFC, Guedes RM, Tita V. Constitutive modeling of biodegradable polymers: hydrolytic degradation and time-dependent behavior [Internet]. International Journal of Solids and Structures. 2014 ; 51( 5): 1164-1174.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2013.12.010
    • Vancouver

      Vieira AFC, Guedes RM, Tita V. Constitutive modeling of biodegradable polymers: hydrolytic degradation and time-dependent behavior [Internet]. International Journal of Solids and Structures. 2014 ; 51( 5): 1164-1174.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2013.12.010
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Subjects: CONCRETO REFORÇADO COM FIBRAS, MECÂNICA DO DANO, ARCOS

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      AMORIM, David Leonardo Nascimento de Figueiredo e PROENCA, Sergio Persival Baroncini e FLORÉZ-LÓPEZ, Julio. A model of fracture in reinforced concrete arches based on lumped damage mechanics. International Journal of Solids and Structures, v. 50, n. 24, p. 4070-4079, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2013.08.012. Acesso em: 27 abr. 2024.
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      Amorim, D. L. N. de F., Proenca, S. P. B., & Floréz-López, J. (2013). A model of fracture in reinforced concrete arches based on lumped damage mechanics. International Journal of Solids and Structures, 50( 24), 4070-4079. doi:10.1016/j.ijsolstr.2013.08.012
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      Amorim DLN de F, Proenca SPB, Floréz-López J. A model of fracture in reinforced concrete arches based on lumped damage mechanics [Internet]. International Journal of Solids and Structures. 2013 ; 50( 24): 4070-4079.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2013.08.012
    • Vancouver

      Amorim DLN de F, Proenca SPB, Floréz-López J. A model of fracture in reinforced concrete arches based on lumped damage mechanics [Internet]. International Journal of Solids and Structures. 2013 ; 50( 24): 4070-4079.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2013.08.012
  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: ESTRUTURAS (IMPACTO), CARREGAMENTO NAS ESTRUTURAS

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      OSHIRO, Roberto Eiki e ALVES, Marcílio. Scaling of structures subject to impact loads when using a power law constitutive equation. International Journal of Solids and Structures, v. 46, n. 18-19, p. 3412-3421, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2009.05.014. Acesso em: 27 abr. 2024.
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      Oshiro, R. E., & Alves, M. (2009). Scaling of structures subject to impact loads when using a power law constitutive equation. International Journal of Solids and Structures, 46( 18-19), 3412-3421. doi:10.1016/j.ijsolstr.2009.05.014
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      Oshiro RE, Alves M. Scaling of structures subject to impact loads when using a power law constitutive equation [Internet]. International Journal of Solids and Structures. 2009 ; 46( 18-19): 3412-3421.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2009.05.014
    • Vancouver

      Oshiro RE, Alves M. Scaling of structures subject to impact loads when using a power law constitutive equation [Internet]. International Journal of Solids and Structures. 2009 ; 46( 18-19): 3412-3421.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2009.05.014
  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: ESTRUTURAS (IMPACTO), CARREGAMENTO NAS ESTRUTURAS

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      ALVES, Marcílio e OSHIRO, Roberto Eiki. Scaling impacted structures when the prototype and the model are made of different materials. International Journal of Solids and Structures, v. 43, n. 9, p. 2744-2760, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2005.03.003. Acesso em: 27 abr. 2024.
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      Alves, M., & Oshiro, R. E. (2006). Scaling impacted structures when the prototype and the model are made of different materials. International Journal of Solids and Structures, 43( 9), 2744-2760. doi:10.1016/j.ijsolstr.2005.03.003
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      Alves M, Oshiro RE. Scaling impacted structures when the prototype and the model are made of different materials [Internet]. International Journal of Solids and Structures. 2006 ; 43( 9): 2744-2760.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2005.03.003
    • Vancouver

      Alves M, Oshiro RE. Scaling impacted structures when the prototype and the model are made of different materials [Internet]. International Journal of Solids and Structures. 2006 ; 43( 9): 2744-2760.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2005.03.003
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MATERIAIS COMPÓSITOS

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      ALBUQUERQUE, Eder Lima de et al. Boundary element analysis of anisotropic Kirchhoff plates. International Journal of Solids and Structures, v. 43, n. 14-15, p. 4029-4046, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2006.03.027. Acesso em: 27 abr. 2024.
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      Albuquerque, E. L. de, Sollero, P., Venturini, W. S., & Aliabadi, M. H. (2006). Boundary element analysis of anisotropic Kirchhoff plates. International Journal of Solids and Structures, 43( 14-15), 4029-4046. doi:10.1016/j.ijsolstr.2006.03.027
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      Albuquerque EL de, Sollero P, Venturini WS, Aliabadi MH. Boundary element analysis of anisotropic Kirchhoff plates [Internet]. International Journal of Solids and Structures. 2006 ; 43( 14-15): 4029-4046.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2006.03.027
    • Vancouver

      Albuquerque EL de, Sollero P, Venturini WS, Aliabadi MH. Boundary element analysis of anisotropic Kirchhoff plates [Internet]. International Journal of Solids and Structures. 2006 ; 43( 14-15): 4029-4046.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2006.03.027
  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: ESTRUTURAS (IMPACTO), FLAMBAGEM, TENSÃO DOS MATERIAIS

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      KARAGIOZOVA, Dora e ALVES, Marcílio. Transition from progressive buckling to global bending of circular shells under axial impact: Part I: Experimental and numerical observations. International Journal of Solids and Structures, v. 41, p. 1565-1580, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2003.10.005. Acesso em: 27 abr. 2024.
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      Karagiozova, D., & Alves, M. (2004). Transition from progressive buckling to global bending of circular shells under axial impact: Part I: Experimental and numerical observations. International Journal of Solids and Structures, 41, 1565-1580. doi:10.1016/j.ijsolstr.2003.10.005
    • NLM

      Karagiozova D, Alves M. Transition from progressive buckling to global bending of circular shells under axial impact: Part I: Experimental and numerical observations [Internet]. International Journal of Solids and Structures. 2004 ; 41 1565-1580.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2003.10.005
    • Vancouver

      Karagiozova D, Alves M. Transition from progressive buckling to global bending of circular shells under axial impact: Part I: Experimental and numerical observations [Internet]. International Journal of Solids and Structures. 2004 ; 41 1565-1580.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2003.10.005
  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: ESTRUTURAS (IMPACTO), TENSÃO DOS MATERIAIS, FLAMBAGEM

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      KARAGIOZOVA, Dora e ALVES, Marcílio. Transition from progressive buckling to global bending of circular shells under axial impact: Part II: Theoretical analysis. International Journal of Solids and Structures, v. 41, p. 1581-1604, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2003.10.006. Acesso em: 27 abr. 2024.
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      Karagiozova, D., & Alves, M. (2004). Transition from progressive buckling to global bending of circular shells under axial impact: Part II: Theoretical analysis. International Journal of Solids and Structures, 41, 1581-1604. doi:10.1016/j.ijsolstr.2003.10.006
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      Karagiozova D, Alves M. Transition from progressive buckling to global bending of circular shells under axial impact: Part II: Theoretical analysis [Internet]. International Journal of Solids and Structures. 2004 ; 41 1581-1604.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2003.10.006
    • Vancouver

      Karagiozova D, Alves M. Transition from progressive buckling to global bending of circular shells under axial impact: Part II: Theoretical analysis [Internet]. International Journal of Solids and Structures. 2004 ; 41 1581-1604.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2003.10.006
  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: ESTRUTURAS (IMPACTO), MECÂNICA CLÁSSICA

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      JONES, Norman e ALVES, Marcílio. Post-severance analysis of impulsively loaded beams. International Journal of Solids and Structures, v. 41, p. 6441-6463, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2004.04.042. Acesso em: 27 abr. 2024.
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      Jones, N., & Alves, M. (2004). Post-severance analysis of impulsively loaded beams. International Journal of Solids and Structures, 41, 6441-6463. doi:10.1016/j.ijsolstr.2004.04.042
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      Jones N, Alves M. Post-severance analysis of impulsively loaded beams [Internet]. International Journal of Solids and Structures. 2004 ; 41 6441-6463.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2004.04.042
    • Vancouver

      Jones N, Alves M. Post-severance analysis of impulsively loaded beams [Internet]. International Journal of Solids and Structures. 2004 ; 41 6441-6463.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2004.04.042
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Assunto: MECÂNICA DO DANO

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      PROENÇA, Sérgio Persival Baroncini e BALBO, Antonio Roberto. On a regular convex solver potential for an elastic-damage constitutive model: a theoretical analysis. International Journal of Solids and Structures, v. 41, n. 7, p. 1975-1989, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2003.11.016. Acesso em: 27 abr. 2024.
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      Proença, S. P. B., & Balbo, A. R. (2004). On a regular convex solver potential for an elastic-damage constitutive model: a theoretical analysis. International Journal of Solids and Structures, 41( 7), 1975-1989. doi:10.1016/j.ijsolstr.2003.11.016
    • NLM

      Proença SPB, Balbo AR. On a regular convex solver potential for an elastic-damage constitutive model: a theoretical analysis [Internet]. International Journal of Solids and Structures. 2004 ; 41( 7): 1975-1989.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2003.11.016
    • Vancouver

      Proença SPB, Balbo AR. On a regular convex solver potential for an elastic-damage constitutive model: a theoretical analysis [Internet]. International Journal of Solids and Structures. 2004 ; 41( 7): 1975-1989.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/j.ijsolstr.2003.11.016
  • Source: International Journal of Solids and Structures. Unidade: FM

    Subjects: ÓRGÃOS ARTIFICIAIS, VENTRÍCULO CARDÍACO

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      GONÇALVES, Paulo B. et al. Dynamic non-linear behavior and stability of a ventricular assist device. International Journal of Solids and Structures, v. 40, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0020-7683(03)00252-x. Acesso em: 27 abr. 2024.
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      Gonçalves, P. B., Pamplona, D., Teixeira, P. B. C., Jerusalmi, R. L. C., Cestari, I. A., & Leirner, A. A. (2003). Dynamic non-linear behavior and stability of a ventricular assist device. International Journal of Solids and Structures, 40. doi:10.1016/s0020-7683(03)00252-x
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      Gonçalves PB, Pamplona D, Teixeira PBC, Jerusalmi RLC, Cestari IA, Leirner AA. Dynamic non-linear behavior and stability of a ventricular assist device [Internet]. International Journal of Solids and Structures. 2003 ; 40[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/s0020-7683(03)00252-x
    • Vancouver

      Gonçalves PB, Pamplona D, Teixeira PBC, Jerusalmi RLC, Cestari IA, Leirner AA. Dynamic non-linear behavior and stability of a ventricular assist device [Internet]. International Journal of Solids and Structures. 2003 ; 40[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/s0020-7683(03)00252-x
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Assunto: ANÁLISE NUMÉRICA

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      MESQUITA, Arthur Dias e CODA, Humberto Breves. Boundary integral equation method for general viscoelastic analysis. International Journal of Solids and Structures, v. 39, n. 9, p. 2643-2664, 2002Tradução . . Disponível em: https://doi.org/10.1016/s0020-7683(02)00148-8. Acesso em: 27 abr. 2024.
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      Mesquita, A. D., & Coda, H. B. (2002). Boundary integral equation method for general viscoelastic analysis. International Journal of Solids and Structures, 39( 9), 2643-2664. doi:10.1016/s0020-7683(02)00148-8
    • NLM

      Mesquita AD, Coda HB. Boundary integral equation method for general viscoelastic analysis [Internet]. International Journal of Solids and Structures. 2002 ; 39( 9): 2643-2664.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/s0020-7683(02)00148-8
    • Vancouver

      Mesquita AD, Coda HB. Boundary integral equation method for general viscoelastic analysis [Internet]. International Journal of Solids and Structures. 2002 ; 39( 9): 2643-2664.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1016/s0020-7683(02)00148-8

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