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  • Source: International Journal of Solids and Structures. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL

    Disponível em 2027-01-13Acesso à fonteDOIHow to cite
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      AGUIAR, Adair Roberto e ROCHA, Lucas A. A minimization theory in finite elasticity to prevent self-intersection. International Journal of Solids and Structures, v. 310, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijsolstr.2024.113198. Acesso em: 05 dez. 2025.
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      Aguiar, A. R., & Rocha, L. A. (2025). A minimization theory in finite elasticity to prevent self-intersection. International Journal of Solids and Structures, 310. doi:10.1016/j.ijsolstr.2024.113198
    • NLM

      Aguiar AR, Rocha LA. A minimization theory in finite elasticity to prevent self-intersection [Internet]. International Journal of Solids and Structures. 2025 ; 310[citado 2025 dez. 05 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.113198
    • Vancouver

      Aguiar AR, Rocha LA. A minimization theory in finite elasticity to prevent self-intersection [Internet]. International Journal of Solids and Structures. 2025 ; 310[citado 2025 dez. 05 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.113198
  • Source: Mechanics of Advanced Materials and Structures. Unidade: EESC

    Subjects: TENSÃO RESIDUAL, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      FIORINI, Guilherme Arruda et al. Analysis of band structures using x(k)- and k(x)-approaches for two-dimensionaltruss metamaterials under residual strain and variations in mass distribution. Mechanics of Advanced Materials and Structures, p. 1-18, 2025Tradução . . Disponível em: https://dx.doi.org/10.1080/15376494.2024.2440811. Acesso em: 05 dez. 2025.
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      Fiorini, G. A., García Sánchez, J. A., Ramírez, C. Q., & Paccola, R. R. (2025). Analysis of band structures using x(k)- and k(x)-approaches for two-dimensionaltruss metamaterials under residual strain and variations in mass distribution. Mechanics of Advanced Materials and Structures, 1-18. doi:10.1080/15376494.2024.2440811
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      Fiorini GA, García Sánchez JA, Ramírez CQ, Paccola RR. Analysis of band structures using x(k)- and k(x)-approaches for two-dimensionaltruss metamaterials under residual strain and variations in mass distribution [Internet]. Mechanics of Advanced Materials and Structures. 2025 ; 1-18.[citado 2025 dez. 05 ] Available from: https://dx.doi.org/10.1080/15376494.2024.2440811
    • Vancouver

      Fiorini GA, García Sánchez JA, Ramírez CQ, Paccola RR. Analysis of band structures using x(k)- and k(x)-approaches for two-dimensionaltruss metamaterials under residual strain and variations in mass distribution [Internet]. Mechanics of Advanced Materials and Structures. 2025 ; 1-18.[citado 2025 dez. 05 ] Available from: https://dx.doi.org/10.1080/15376494.2024.2440811
  • Source: Journal of Peridynamics and Nonlocal Modeling. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      AGUIAR, Adair Roberto et al. An asymptotic thin-plate theory derived from state-based peridynamics. Journal of Peridynamics and Nonlocal Modeling, v. 7, n. 1, p. 1-28, 2025Tradução . . Disponível em: http://dx.doi.org/10.1007/s42102-025-00126-6. Acesso em: 05 dez. 2025.
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      Aguiar, A. R., Rehm, L., Steigmann, D., & Taylor, M. (2025). An asymptotic thin-plate theory derived from state-based peridynamics. Journal of Peridynamics and Nonlocal Modeling, 7( 1), 1-28. doi:10.1007/s42102-025-00126-6
    • NLM

      Aguiar AR, Rehm L, Steigmann D, Taylor M. An asymptotic thin-plate theory derived from state-based peridynamics [Internet]. Journal of Peridynamics and Nonlocal Modeling. 2025 ; 7( 1): 1-28.[citado 2025 dez. 05 ] Available from: http://dx.doi.org/10.1007/s42102-025-00126-6
    • Vancouver

      Aguiar AR, Rehm L, Steigmann D, Taylor M. An asymptotic thin-plate theory derived from state-based peridynamics [Internet]. Journal of Peridynamics and Nonlocal Modeling. 2025 ; 7( 1): 1-28.[citado 2025 dez. 05 ] Available from: http://dx.doi.org/10.1007/s42102-025-00126-6
  • Source: Clinical Oral Investigations. Unidade: FOB

    Subjects: INSTRUMENTOS ODONTOLÓGICOS, ELASTICIDADE DAS ESTRUTURAS, TENSÃO DOS MATERIAIS

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      CARVALHO, Kleber Kildare Teodoro de et al. Dynamic photoelastic analysis of stress distribution in simulated canals using different heat-treated flat-side rotary instruments. Clinical Oral Investigations, v. 29, 2025Tradução . . Disponível em: https://doi.org/10.1007/s00784-025-06193-9. Acesso em: 05 dez. 2025.
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      Carvalho, K. K. T. de, Moriya, P. T., Kishen, A., Martins, J. N. R., Silva, E. J. N. L. da, Alcalde, M. P., et al. (2025). Dynamic photoelastic analysis of stress distribution in simulated canals using different heat-treated flat-side rotary instruments. Clinical Oral Investigations, 29. doi:10.1007/s00784-025-06193-9
    • NLM

      Carvalho KKT de, Moriya PT, Kishen A, Martins JNR, Silva EJNL da, Alcalde MP, Fernandes FMB, Souza EM, Versiani MA. Dynamic photoelastic analysis of stress distribution in simulated canals using different heat-treated flat-side rotary instruments [Internet]. Clinical Oral Investigations. 2025 ; 29[citado 2025 dez. 05 ] Available from: https://doi.org/10.1007/s00784-025-06193-9
    • Vancouver

      Carvalho KKT de, Moriya PT, Kishen A, Martins JNR, Silva EJNL da, Alcalde MP, Fernandes FMB, Souza EM, Versiani MA. Dynamic photoelastic analysis of stress distribution in simulated canals using different heat-treated flat-side rotary instruments [Internet]. Clinical Oral Investigations. 2025 ; 29[citado 2025 dez. 05 ] Available from: https://doi.org/10.1007/s00784-025-06193-9
  • Source: Journal of Elasticity. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      AGUIAR, Adair Roberto e SEITENFUSS, Alan Bourscheidt. Determination of material properties of a linearly elastic peridynamic material. Journal of Elasticity, v. 27, n. 6, p. 1069-1091, 2022Tradução . . Disponível em: https://doi.org/10.1177/10812865211051406. Acesso em: 05 dez. 2025.
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      Aguiar, A. R., & Seitenfuss, A. B. (2022). Determination of material properties of a linearly elastic peridynamic material. Journal of Elasticity, 27( 6), 1069-1091. doi:10.1177/10812865211051406
    • NLM

      Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Journal of Elasticity. 2022 ; 27( 6): 1069-1091.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1177/10812865211051406
    • Vancouver

      Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Journal of Elasticity. 2022 ; 27( 6): 1069-1091.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1177/10812865211051406
  • Source: BioResources. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MADEIRA, ESTRUTURAS

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      ALMEIDA, João P. B. et al. Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods. BioResources, v. 17, n. 3, p. 3906-3911, 2022Tradução . . Disponível em: https://doi.org/10.15376/biores.17.3.3906-3911. Acesso em: 05 dez. 2025.
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      Almeida, J. P. B., Rodrigues, E. F. C., Mascarenhas, F. J. R., Wolenski, A. R. V., Chahud, E., Branco, L. A. M. N., et al. (2022). Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods. BioResources, 17( 3), 3906-3911. doi:10.15376/biores.17.3.3906-3911
    • NLM

      Almeida JPB, Rodrigues EFC, Mascarenhas FJR, Wolenski ARV, Chahud E, Branco LAMN, Pinheiro RV, Lahr FAR, Christoforo AL. Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods [Internet]. BioResources. 2022 ; 17( 3): 3906-3911.[citado 2025 dez. 05 ] Available from: https://doi.org/10.15376/biores.17.3.3906-3911
    • Vancouver

      Almeida JPB, Rodrigues EFC, Mascarenhas FJR, Wolenski ARV, Chahud E, Branco LAMN, Pinheiro RV, Lahr FAR, Christoforo AL. Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods [Internet]. BioResources. 2022 ; 17( 3): 3906-3911.[citado 2025 dez. 05 ] Available from: https://doi.org/10.15376/biores.17.3.3906-3911
  • Source: Mathematics and Mechanics of Solids. Unidade: EESC

    Assunto: ELASTICIDADE DAS ESTRUTURAS

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      AGUIAR, Adair Roberto e SEITENFUSS, Alan B. Determination of material properties of a linearly elastic peridynamic material. Mathematics and Mechanics of Solids, v. 27, n. 6, p. 1069-1091, 2022Tradução . . Disponível em: https://doi.org/10.1177/10812865211051406. Acesso em: 05 dez. 2025.
    • APA

      Aguiar, A. R., & Seitenfuss, A. B. (2022). Determination of material properties of a linearly elastic peridynamic material. Mathematics and Mechanics of Solids, 27( 6), 1069-1091. doi:10.1177/10812865211051406
    • NLM

      Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Mathematics and Mechanics of Solids. 2022 ; 27( 6): 1069-1091.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1177/10812865211051406
    • Vancouver

      Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Mathematics and Mechanics of Solids. 2022 ; 27( 6): 1069-1091.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1177/10812865211051406
  • Source: Revista Árvore. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS, MADEIRA, ESTRUTURAS

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      SILVA, Thiago Damasceno et al. Influence of the timber elastic modulus on the geometric nonlinear structural anaysis of truss arches. Revista Árvore, v. 46, p. 1-10, 2022Tradução . . Disponível em: https://doi.org/10.1590/1806-908820220000008. Acesso em: 05 dez. 2025.
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      Silva, T. D., Christoforo, A. L., Panzera, T. H., Molina, J. C., & Lahr, F. A. R. (2022). Influence of the timber elastic modulus on the geometric nonlinear structural anaysis of truss arches. Revista Árvore, 46, 1-10. doi:10.1590/1806-908820220000008
    • NLM

      Silva TD, Christoforo AL, Panzera TH, Molina JC, Lahr FAR. Influence of the timber elastic modulus on the geometric nonlinear structural anaysis of truss arches [Internet]. Revista Árvore. 2022 ; 46 1-10.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1590/1806-908820220000008
    • Vancouver

      Silva TD, Christoforo AL, Panzera TH, Molina JC, Lahr FAR. Influence of the timber elastic modulus on the geometric nonlinear structural anaysis of truss arches [Internet]. Revista Árvore. 2022 ; 46 1-10.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1590/1806-908820220000008
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: PAINÉIS SANDWICH, ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      CODA, Humberto Breves. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, v. 18, n. 6, p. 1-26, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256568. Acesso em: 05 dez. 2025.
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      Coda, H. B. (2021). An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, 18( 6), 1-26. doi:10.1590/1679-78256568
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      Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1590/1679-78256568
    • Vancouver

      Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1590/1679-78256568
  • Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS

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      ROCHA, Lucas Almeida. Bifurcating solutions of anisotropic disk problem in a constrained minimization theory of elasticity. 2021. Dissertação (Mestrado) – Universidade de São Paulo, São Carlos, 2021. Disponível em: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-01062023-152346/. Acesso em: 05 dez. 2025.
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      Rocha, L. A. (2021). Bifurcating solutions of anisotropic disk problem in a constrained minimization theory of elasticity (Dissertação (Mestrado). Universidade de São Paulo, São Carlos. Recuperado de https://www.teses.usp.br/teses/disponiveis/18/18134/tde-01062023-152346/
    • NLM

      Rocha LA. Bifurcating solutions of anisotropic disk problem in a constrained minimization theory of elasticity [Internet]. 2021 ;[citado 2025 dez. 05 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-01062023-152346/
    • Vancouver

      Rocha LA. Bifurcating solutions of anisotropic disk problem in a constrained minimization theory of elasticity [Internet]. 2021 ;[citado 2025 dez. 05 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-01062023-152346/
  • Source: Physical review B. Unidade: EEL

    Subjects: ELASTICIDADE DAS ESTRUTURAS, SUPERCONDUTIVIDADE, FÍSICA DA MATÉRIA CONDENSADA, ESTRUTURA ELETRÔNICA

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      FERREIRA, Pedro Nunes et al. Strain engineering the topological type-II Dirac semimetal NiTe2. Physical review B, v. 103, p. 1-13, 2021Tradução . . Disponível em: https://doi.org/10.1103/physrevb.103.125134. Acesso em: 05 dez. 2025.
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      Ferreira, P. N., Manesco, A. L. R., Dorini, T. T., Correa, L. E., Weber, G., Machado, A. J. da S., & Eleno, L. T. F. (2021). Strain engineering the topological type-II Dirac semimetal NiTe2. Physical review B, 103, 1-13. doi:10.1103/physrevb.103.125134
    • NLM

      Ferreira PN, Manesco ALR, Dorini TT, Correa LE, Weber G, Machado AJ da S, Eleno LTF. Strain engineering the topological type-II Dirac semimetal NiTe2 [Internet]. Physical review B. 2021 ;103 1-13.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1103/physrevb.103.125134
    • Vancouver

      Ferreira PN, Manesco ALR, Dorini TT, Correa LE, Weber G, Machado AJ da S, Eleno LTF. Strain engineering the topological type-II Dirac semimetal NiTe2 [Internet]. Physical review B. 2021 ;103 1-13.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1103/physrevb.103.125134
  • Source: Tribology in Industry. Unidade: EP

    Subjects: DESGASTE, REVESTIMENTO DE SUPERFÍCIES, ELASTICIDADE DAS ESTRUTURAS

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      KOLAWOLE, Funsho Olaitan et al. Effect of Substrate Surface Roughness on the Tribological Properties of DLC-H Coatings on Tappet Valve. Tribology in Industry, v. 43, n. 2, p. 189-199, 2021Tradução . . Disponível em: https://doi.org/10.24874/ti.927.07.20.11. Acesso em: 05 dez. 2025.
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      Kolawole, F. O., Kolawole, S. K., Varela, L. B., Kraszczuk, A., Ramírez, M. A., & Tschiptschin, A. P. (2021). Effect of Substrate Surface Roughness on the Tribological Properties of DLC-H Coatings on Tappet Valve. Tribology in Industry, 43( 2), 189-199. doi:10.24874/ti.927.07.20.11
    • NLM

      Kolawole FO, Kolawole SK, Varela LB, Kraszczuk A, Ramírez MA, Tschiptschin AP. Effect of Substrate Surface Roughness on the Tribological Properties of DLC-H Coatings on Tappet Valve [Internet]. Tribology in Industry. 2021 ; 43( 2): 189-199.[citado 2025 dez. 05 ] Available from: https://doi.org/10.24874/ti.927.07.20.11
    • Vancouver

      Kolawole FO, Kolawole SK, Varela LB, Kraszczuk A, Ramírez MA, Tschiptschin AP. Effect of Substrate Surface Roughness on the Tribological Properties of DLC-H Coatings on Tappet Valve [Internet]. Tribology in Industry. 2021 ; 43( 2): 189-199.[citado 2025 dez. 05 ] Available from: https://doi.org/10.24874/ti.927.07.20.11
  • Source: Engineering Structures. Unidade: EESC

    Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, v. 246, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113075. Acesso em: 05 dez. 2025.
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      Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, 246, 1-17. doi:10.1016/j.engstruct.2021.113075
    • NLM

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
    • Vancouver

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS

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      TONON, Patricia et al. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion. Computational Mechanics, v. 67, p. 413-434, 2021Tradução . . Disponível em: https://doi.org/10.1007/s00466-020-01941-y. Acesso em: 05 dez. 2025.
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      Tonon, P., Sanches, R. A. K., Takizawa, K., & Tezduyar, T. E. (2021). A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion. Computational Mechanics, 67, 413-434. doi:10.1007/s00466-020-01941-y
    • NLM

      Tonon P, Sanches RAK, Takizawa K, Tezduyar TE. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion [Internet]. Computational Mechanics. 2021 ; 67 413-434.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1007/s00466-020-01941-y
    • Vancouver

      Tonon P, Sanches RAK, Takizawa K, Tezduyar TE. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion [Internet]. Computational Mechanics. 2021 ; 67 413-434.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1007/s00466-020-01941-y
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      AGUIAR, Adair Roberto e ROCHA, Lucas Almeida. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf. Acesso em: 05 dez. 2025.
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      Aguiar, A. R., & Rocha, L. A. (2021). Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
    • NLM

      Aguiar AR, Rocha LA. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity [Internet]. Proceedings. 2021 ;[citado 2025 dez. 05 ] Available from: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
    • Vancouver

      Aguiar AR, Rocha LA. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity [Internet]. Proceedings. 2021 ;[citado 2025 dez. 05 ] Available from: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, HOMOGENEIZAÇÃO, ESTRUTURAS

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      AGUIAR, Adair Roberto e PRADO, Edmar Borges Theóphilo e SILVA, Uziel Paulo da. Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid. Latin American Journal of Solids and Structures, v. 17, n. 8 (Thematic Section), p. 1-19, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255960. Acesso em: 05 dez. 2025.
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      Aguiar, A. R., Prado, E. B. T., & Silva, U. P. da. (2020). Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid. Latin American Journal of Solids and Structures, 17( 8 (Thematic Section), 1-19. doi:10.1590/1679-78255960
    • NLM

      Aguiar AR, Prado EBT, Silva UP da. Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8 (Thematic Section): 1-19.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1590/1679-78255960
    • Vancouver

      Aguiar AR, Prado EBT, Silva UP da. Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8 (Thematic Section): 1-19.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1590/1679-78255960
  • Source: BioResources. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MADEIRA, ESTRUTURAS

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      ALMEIDA, João Paulo Boff et al. Analysis of relations between the moduli of elasticity in compression, tension, and static bending of hardwoods. BioResources, v. 15, n. 2, p. 3278-3288, 2020Tradução . . Disponível em: https://doi.org/10.15376/biores.15.2.3278-3288. Acesso em: 05 dez. 2025.
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      Almeida, J. P. B., Aquino, V. B. de M., Wolenski, A. R. V., Campos, C. I. de, Molina, J. C., Chahud, E., et al. (2020). Analysis of relations between the moduli of elasticity in compression, tension, and static bending of hardwoods. BioResources, 15( 2), 3278-3288. doi:10.15376/biores.15.2.3278-3288
    • NLM

      Almeida JPB, Aquino VB de M, Wolenski ARV, Campos CI de, Molina JC, Chahud E, Lahr FAR, Christoforo AL. Analysis of relations between the moduli of elasticity in compression, tension, and static bending of hardwoods [Internet]. BioResources. 2020 ; 15( 2): 3278-3288.[citado 2025 dez. 05 ] Available from: https://doi.org/10.15376/biores.15.2.3278-3288
    • Vancouver

      Almeida JPB, Aquino VB de M, Wolenski ARV, Campos CI de, Molina JC, Chahud E, Lahr FAR, Christoforo AL. Analysis of relations between the moduli of elasticity in compression, tension, and static bending of hardwoods [Internet]. BioResources. 2020 ; 15( 2): 3278-3288.[citado 2025 dez. 05 ] Available from: https://doi.org/10.15376/biores.15.2.3278-3288
  • Source: Engenharia Agrícola. Unidade: EESC

    Subjects: MADEIRA, DENSIDADE DA MADEIRA, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      CHRISTOFORO, André Luis et al. Estimation of wood toughness in brazilian tropical tree species. Engenharia Agrícola, v. 40, n. 2, p. 232-237, 2020Tradução . . Disponível em: https://doi.org/10.1590/1809-4430-Eng.Agric.v40n2p232-237/2020. Acesso em: 05 dez. 2025.
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      Christoforo, A. L., Almeida, D. H. de, Varanda, L. D., Panzera, T. H., & Lahr, F. A. R. (2020). Estimation of wood toughness in brazilian tropical tree species. Engenharia Agrícola, 40( 2), 232-237. doi:10.1590/1809-4430-Eng.Agric.v40n2p232-237/2020
    • NLM

      Christoforo AL, Almeida DH de, Varanda LD, Panzera TH, Lahr FAR. Estimation of wood toughness in brazilian tropical tree species [Internet]. Engenharia Agrícola. 2020 ; 40( 2): 232-237.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1590/1809-4430-Eng.Agric.v40n2p232-237/2020
    • Vancouver

      Christoforo AL, Almeida DH de, Varanda LD, Panzera TH, Lahr FAR. Estimation of wood toughness in brazilian tropical tree species [Internet]. Engenharia Agrícola. 2020 ; 40( 2): 232-237.[citado 2025 dez. 05 ] Available from: https://doi.org/10.1590/1809-4430-Eng.Agric.v40n2p232-237/2020
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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    • ABNT

      AGUIAR, Adair Roberto e ROCHA, Lucas Almeida. Numerical investigation of bifurcation instability in constrained minimization problem of elasticity. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/0f6ee422-7586-4f9c-b29d-03508dc55d63/APznzaZOw5l09plx2FDsw9zpVVo3xfh_7w-5vePIK4yhu9oCPwvWlJbxtSngXHJYi22DrpP_pcxxEBsu8AgvwStjMYZdrNm8hOjODnUhqaqxRGQBVj9Zr8v_NIAWoIPosp_Lcc0eAMdzhQ7ySdb2ydjKzzQ4-C49qoz1OcSLOdhdbjhuYxkZoCLL90CsZy7IWAvpgS-PvsiUjPyGMgHo.pdf. Acesso em: 05 dez. 2025.
    • APA

      Aguiar, A. R., & Rocha, L. A. (2020). Numerical investigation of bifurcation instability in constrained minimization problem of elasticity. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/0f6ee422-7586-4f9c-b29d-03508dc55d63/APznzaZOw5l09plx2FDsw9zpVVo3xfh_7w-5vePIK4yhu9oCPwvWlJbxtSngXHJYi22DrpP_pcxxEBsu8AgvwStjMYZdrNm8hOjODnUhqaqxRGQBVj9Zr8v_NIAWoIPosp_Lcc0eAMdzhQ7ySdb2ydjKzzQ4-C49qoz1OcSLOdhdbjhuYxkZoCLL90CsZy7IWAvpgS-PvsiUjPyGMgHo.pdf
    • NLM

      Aguiar AR, Rocha LA. Numerical investigation of bifurcation instability in constrained minimization problem of elasticity [Internet]. Proceedings. 2020 ;[citado 2025 dez. 05 ] Available from: https://repositorio.usp.br/directbitstream/0f6ee422-7586-4f9c-b29d-03508dc55d63/APznzaZOw5l09plx2FDsw9zpVVo3xfh_7w-5vePIK4yhu9oCPwvWlJbxtSngXHJYi22DrpP_pcxxEBsu8AgvwStjMYZdrNm8hOjODnUhqaqxRGQBVj9Zr8v_NIAWoIPosp_Lcc0eAMdzhQ7ySdb2ydjKzzQ4-C49qoz1OcSLOdhdbjhuYxkZoCLL90CsZy7IWAvpgS-PvsiUjPyGMgHo.pdf
    • Vancouver

      Aguiar AR, Rocha LA. Numerical investigation of bifurcation instability in constrained minimization problem of elasticity [Internet]. Proceedings. 2020 ;[citado 2025 dez. 05 ] Available from: https://repositorio.usp.br/directbitstream/0f6ee422-7586-4f9c-b29d-03508dc55d63/APznzaZOw5l09plx2FDsw9zpVVo3xfh_7w-5vePIK4yhu9oCPwvWlJbxtSngXHJYi22DrpP_pcxxEBsu8AgvwStjMYZdrNm8hOjODnUhqaqxRGQBVj9Zr8v_NIAWoIPosp_Lcc0eAMdzhQ7ySdb2ydjKzzQ4-C49qoz1OcSLOdhdbjhuYxkZoCLL90CsZy7IWAvpgS-PvsiUjPyGMgHo.pdf
  • Source: New Ideas Concerning Science and Technology Vol. 1. Unidade: EESC

    Subjects: MADEIRA, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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    • ABNT

      ZANGIÁCOMO, André Luiz et al. Studies on the stiffness properties of Pinus caribaea round timber logs. New Ideas Concerning Science and Technology Vol. 1. Tradução . West Bengal, India: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2020. . Disponível em: https://doi.org/10.9734/bpi/nicst/v1. Acesso em: 05 dez. 2025.
    • APA

      Zangiácomo, A. L., Aquino, V. B. de M., Christoforo, A. L., & Lahr, F. A. R. (2020). Studies on the stiffness properties of Pinus caribaea round timber logs. In New Ideas Concerning Science and Technology Vol. 1. West Bengal, India: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.9734/bpi/nicst/v1
    • NLM

      Zangiácomo AL, Aquino VB de M, Christoforo AL, Lahr FAR. Studies on the stiffness properties of Pinus caribaea round timber logs [Internet]. In: New Ideas Concerning Science and Technology Vol. 1. West Bengal, India: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2020. [citado 2025 dez. 05 ] Available from: https://doi.org/10.9734/bpi/nicst/v1
    • Vancouver

      Zangiácomo AL, Aquino VB de M, Christoforo AL, Lahr FAR. Studies on the stiffness properties of Pinus caribaea round timber logs [Internet]. In: New Ideas Concerning Science and Technology Vol. 1. West Bengal, India: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2020. [citado 2025 dez. 05 ] Available from: https://doi.org/10.9734/bpi/nicst/v1

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