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  • Artigo de periodico

    Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures (2023)

    Batista, Mayara; Amorim, Arthur; Silva, Diogo Aparecido Lopes; Aquino, Vinicius Borges de Moura; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis

    Source: Ciência Rural. Unidade: EESC

    Subjects: MADEIRA, FLORESTAS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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    • ABNT

      BATISTA, Mayara et al. Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures. Ciência Rural, v. 53, n. 3, p. 1-7, 2023Tradução . . Disponível em: https://doi.org/10.1590/0103-8478cr20210289. Acesso em: 18 out. 2024.

    • APA

      Batista, M., Amorim, A., Silva, D. A. L., Aquino, V. B. de M., Lahr, F. A. R., & Christoforo, A. L. (2023). Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures. Ciência Rural, 53( 3), 1-7. doi:10.1590/0103-8478cr20210289

    • NLM

      Batista M, Amorim A, Silva DAL, Aquino VB de M, Lahr FAR, Christoforo AL. Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures [Internet]. Ciência Rural. 2023 ; 53( 3): 1-7.[citado 2024 out. 18 ] Available from: https://doi.org/10.1590/0103-8478cr20210289

    • Vancouver

      Batista M, Amorim A, Silva DAL, Aquino VB de M, Lahr FAR, Christoforo AL. Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures [Internet]. Ciência Rural. 2023 ; 53( 3): 1-7.[citado 2024 out. 18 ] Available from: https://doi.org/10.1590/0103-8478cr20210289

  • Artigo de periodico

    Determination of material properties of a linearly elastic peridynamic material (2022)

    Aguiar, Adair Roberto; Seitenfuss, Alan Bourscheidt

    Source: Journal of Elasticity. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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    • ABNT

      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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.1177/10812865211051406

  • Artigo de periodico

    Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods (2022)

    Almeida, João P. B.; Rodrigues, Edson F. C.; Mascarenhas, Fernando Junior Rezende; Wolenski, Anderson Renato Vobornik; Chahud, Eduardo; Branco, Luiz Antônio Melgaço Nunes; Pinheiro, Roberto V.; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis

    Source: BioResources. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MADEIRA, ESTRUTURAS

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    • ABNT

      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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.15376/biores.17.3.3906-3911

  • Artigo de periodico

    Influence of the timber elastic modulus on the geometric nonlinear structural anaysis of truss arches (2022)

    Silva, Thiago Damasceno; Christoforo, André Luis ; Panzera, Túlio Hallak ; Molina, Julio Cesar; Lahr, Francisco Antonio Rocco

    Source: Revista Árvore. Unidade: EESC

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

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    • ABNT

      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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.1590/1806-908820220000008

  • Artigo de periodico

    An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation (2021)

    Coda, Humberto Breves

    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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    • ABNT

      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: 18 out. 2024.

    • APA

      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

    • NLM

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.1590/1679-78256568

  • Trabalho de evento-resumo

    Simulação numérica do problema do disco anistrópico utilizando o método do lagrangiano aumentado (2021)

    Mariani, Marcos Vinicius Araújo Geraldes; Rocha, Lucas Almeida; Aguiar, Adair Roberto

    Source: Livro de Resumos Expandidos. Conference titles: Simpósio Internacional de Iniciação Científica e Tecnológica da Universidade de São Paulo - SIICUSP. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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    • ABNT

      MARIANI, Marcos Vinicius Araújo Geraldes e ROCHA, Lucas Almeida e AGUIAR, Adair Roberto. Simulação numérica do problema do disco anistrópico utilizando o método do lagrangiano aumentado. 2021, Anais.. São Carlos, SP: EESC/USP, 2021. Disponível em: http://soac.eesc.usp.br/index.php/siicusp/29siicusp/paper/viewFile/3362/2181. Acesso em: 18 out. 2024.

    • APA

      Mariani, M. V. A. G., Rocha, L. A., & Aguiar, A. R. (2021). Simulação numérica do problema do disco anistrópico utilizando o método do lagrangiano aumentado. In Livro de Resumos Expandidos. São Carlos, SP: EESC/USP. Recuperado de http://soac.eesc.usp.br/index.php/siicusp/29siicusp/paper/viewFile/3362/2181

    • NLM

      Mariani MVAG, Rocha LA, Aguiar AR. Simulação numérica do problema do disco anistrópico utilizando o método do lagrangiano aumentado [Internet]. Livro de Resumos Expandidos. 2021 ;[citado 2024 out. 18 ] Available from: http://soac.eesc.usp.br/index.php/siicusp/29siicusp/paper/viewFile/3362/2181

    • Vancouver

      Mariani MVAG, Rocha LA, Aguiar AR. Simulação numérica do problema do disco anistrópico utilizando o método do lagrangiano aumentado [Internet]. Livro de Resumos Expandidos. 2021 ;[citado 2024 out. 18 ] Available from: http://soac.eesc.usp.br/index.php/siicusp/29siicusp/paper/viewFile/3362/2181

  • Artigo de periodico

    A box element to model semi-rigid connections in shell-based thin-walled structures analysis (2021)

    Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves

    Source: Engineering Structures. Unidade: EESC

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

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    • ABNT

      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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075

  • Trabalho de evento

    Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity (2021)

    Aguiar, Adair Roberto ; Rocha, Lucas Almeida

    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 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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf

  • Artigo de periodico

    A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion (2021)

    Tonon, Patricia; Sanches, Rodolfo André Kuche; Takizawa, Kenji; Tezduyar, Tayfun E

    Source: Computational Mechanics. Unidade: EESC

    Subjects: ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS

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    • ABNT

      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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.1007/s00466-020-01941-y

  • Artigo de periodico

    Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid (2020)

    Aguiar, Adair Roberto ; Prado, Edmar Borges Theóphilo; Silva, Uziel Paulo da

    Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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    • ABNT

      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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.1590/1679-78255960

  • Artigo de periodico

    Estimation of wood toughness in brazilian tropical tree species (2020)

    Christoforo, André Luis; Almeida, Diego Henrique de; Varanda, Luciano Donizeti; Panzera, Túlio Hallak ; Lahr, Francisco Antonio Rocco

    Source: Engenharia Agrícola. Unidade: EESC

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

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    • ABNT

      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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.1590/1809-4430-Eng.Agric.v40n2p232-237/2020

  • Artigo de periodico

    Analysis of relations between the moduli of elasticity in compression, tension, and static bending of hardwoods (2020)

    Almeida, João Paulo Boff; Aquino, Vinicius Borges de Moura; Wolenski, Anderson Renato Vobornik; Campos, Cristiane Inácio de; Molina, Júlio César; Chahud, Eduardo; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis

    Source: BioResources. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MADEIRA, ESTRUTURAS

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    • ABNT

      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: 18 out. 2024.

    • APA

      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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.15376/biores.15.2.3278-3288

  • Trabalho de evento

    Numerical investigation of bifurcation instability in constrained minimization problem of elasticity (2020)

    Aguiar, Adair Roberto ; Rocha, Lucas Almeida

    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: 18 out. 2024.

    • 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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://repositorio.usp.br/directbitstream/0f6ee422-7586-4f9c-b29d-03508dc55d63/APznzaZOw5l09plx2FDsw9zpVVo3xfh_7w-5vePIK4yhu9oCPwvWlJbxtSngXHJYi22DrpP_pcxxEBsu8AgvwStjMYZdrNm8hOjODnUhqaqxRGQBVj9Zr8v_NIAWoIPosp_Lcc0eAMdzhQ7ySdb2ydjKzzQ4-C49qoz1OcSLOdhdbjhuYxkZoCLL90CsZy7IWAvpgS-PvsiUjPyGMgHo.pdf

  • Parte de monografia/livro

    Studies on the stiffness properties of Pinus caribaea round timber logs (2020)

    Zangiácomo, André Luiz; Aquino, Vinicius Borges de Moura; Christoforo, André Luis ; Lahr, Francisco Antonio Rocco

    Source: New Ideas Concerning Science and Technology Vol. 1. Unidade: EESC

    Subjects: MADEIRA, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      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: 18 out. 2024.

    • 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 2024 out. 18 ] 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 2024 out. 18 ] Available from: https://doi.org/10.9734/bpi/nicst/v1

  • Artigo de periodico

    Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity (2020)

    Cordeiro, Sérgio Gustavo Ferreira; Leonel, Edson Denner

    Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS MISTAS, ESTRUTURAS

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      CORDEIRO, Sérgio Gustavo Ferreira e LEONEL, Edson Denner. Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity. Engineering Analysis with Boundary Elements, v. 119, p. 214-224, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2020.07.019. Acesso em: 18 out. 2024.

    • APA

      Cordeiro, S. G. F., & Leonel, E. D. (2020). Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity. Engineering Analysis with Boundary Elements, 119, 214-224. doi:10.1016/j.enganabound.2020.07.019

    • NLM

      Cordeiro SGF, Leonel ED. Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 119 214-224.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.enganabound.2020.07.019

    • Vancouver

      Cordeiro SGF, Leonel ED. Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 119 214-224.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.enganabound.2020.07.019

  • Trabalho de evento

    Módulo de elasticidade do concreto (2019)

    Bilesky, P.; Helene, Paulo R. L. ; Sbrighi Neto, C.; Castro, Alessandra Lorenzetti de

    Source: Anais CONPAT. Conference titles: Congresso Latino-Americano de Patologia da Construção. Unidades: EP, EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, CONCRETO, ESTRUTURAS

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      BILESKY, P. et al. Módulo de elasticidade do concreto. 2019, Anais.. Chiapas, Mexico: CONPAT, 2019. Disponível em: https://doi.org/10.21041/CONPAT2019/VICC248. Acesso em: 18 out. 2024.

    • APA

      Bilesky, P., Helene, P. R. L., Sbrighi Neto, C., & Castro, A. L. de. (2019). Módulo de elasticidade do concreto. In Anais CONPAT. Chiapas, Mexico: CONPAT. doi:10.21041/CONPAT2019/VICC248

    • NLM

      Bilesky P, Helene PRL, Sbrighi Neto C, Castro AL de. Módulo de elasticidade do concreto [Internet]. Anais CONPAT. 2019 ;[citado 2024 out. 18 ] Available from: https://doi.org/10.21041/CONPAT2019/VICC248

    • Vancouver

      Bilesky P, Helene PRL, Sbrighi Neto C, Castro AL de. Módulo de elasticidade do concreto [Internet]. Anais CONPAT. 2019 ;[citado 2024 out. 18 ] Available from: https://doi.org/10.21041/CONPAT2019/VICC248

  • Artigo de periodico

    Strong ellipticity conditions for orthotropic bodies in finite plane strain (2019)

    Aguiar, Adair Roberto

    Source: Journal of Elasticity. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      AGUIAR, Adair Roberto. Strong ellipticity conditions for orthotropic bodies in finite plane strain. Journal of Elasticity, v. 134, n. 2, p. 219-234, 2019Tradução . . Disponível em: https://doi.org/10.1007/s10659-018-9689-y. Acesso em: 18 out. 2024.

    • APA

      Aguiar, A. R. (2019). Strong ellipticity conditions for orthotropic bodies in finite plane strain. Journal of Elasticity, 134( 2), 219-234. doi:10.1007/s10659-018-9689-y

    • NLM

      Aguiar AR. Strong ellipticity conditions for orthotropic bodies in finite plane strain [Internet]. Journal of Elasticity. 2019 ; 134( 2): 219-234.[citado 2024 out. 18 ] Available from: https://doi.org/10.1007/s10659-018-9689-y

    • Vancouver

      Aguiar AR. Strong ellipticity conditions for orthotropic bodies in finite plane strain [Internet]. Journal of Elasticity. 2019 ; 134( 2): 219-234.[citado 2024 out. 18 ] Available from: https://doi.org/10.1007/s10659-018-9689-y

  • Artigo de periodico

    On the number of invariants in the strain energy density of an anisotropic nonlinear elastic material with two material symmetry directions (2018)

    Aguiar, Adair Roberto; Rocha, Gabriel Lopes da

    Source: Journal of Elasticity. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MATERIAIS COMPÓSITOS, ESTRUTURAS

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      AGUIAR, Adair Roberto e ROCHA, Gabriel Lopes da. On the number of invariants in the strain energy density of an anisotropic nonlinear elastic material with two material symmetry directions. Journal of Elasticity, v. 131, n. 1, p. 125-132, 2018Tradução . . Disponível em: https://doi.org/10.1007/s10659-017-9642-5. Acesso em: 18 out. 2024.

    • APA

      Aguiar, A. R., & Rocha, G. L. da. (2018). On the number of invariants in the strain energy density of an anisotropic nonlinear elastic material with two material symmetry directions. Journal of Elasticity, 131( 1), 125-132. doi:10.1007/s10659-017-9642-5

    • NLM

      Aguiar AR, Rocha GL da. On the number of invariants in the strain energy density of an anisotropic nonlinear elastic material with two material symmetry directions [Internet]. Journal of Elasticity. 2018 ; 131( 1): 125-132.[citado 2024 out. 18 ] Available from: https://doi.org/10.1007/s10659-017-9642-5

    • Vancouver

      Aguiar AR, Rocha GL da. On the number of invariants in the strain energy density of an anisotropic nonlinear elastic material with two material symmetry directions [Internet]. Journal of Elasticity. 2018 ; 131( 1): 125-132.[citado 2024 out. 18 ] Available from: https://doi.org/10.1007/s10659-017-9642-5

  • Artigo de periodico

    Boundary layer effects in a finite linearly elastic peridynamic bar (2018)

    Aguiar, Adair Roberto; Patriota, Tuulio V. Berbert; Royer-Carfagni, Gianni; Seitenfuss, Alan B.

    Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, EQUAÇÕES INTEGRAIS DE FREDHOLM, ESTRUTURAS

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      AGUIAR, Adair Roberto et al. Boundary layer effects in a finite linearly elastic peridynamic bar. Latin American Journal of Solids and Structures, v. 15, n. 10 (thematic section), p. 1-14, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254337. Acesso em: 18 out. 2024.

    • APA

      Aguiar, A. R., Patriota, T. V. B., Royer-Carfagni, G., & Seitenfuss, A. B. (2018). Boundary layer effects in a finite linearly elastic peridynamic bar. Latin American Journal of Solids and Structures, 15( 10 (thematic section), 1-14. doi:10.1590/1679-78254337

    • NLM

      Aguiar AR, Patriota TVB, Royer-Carfagni G, Seitenfuss AB. Boundary layer effects in a finite linearly elastic peridynamic bar [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 10 (thematic section): 1-14.[citado 2024 out. 18 ] Available from: https://doi.org/10.1590/1679-78254337

    • Vancouver

      Aguiar AR, Patriota TVB, Royer-Carfagni G, Seitenfuss AB. Boundary layer effects in a finite linearly elastic peridynamic bar [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 10 (thematic section): 1-14.[citado 2024 out. 18 ] Available from: https://doi.org/10.1590/1679-78254337

  • Artigo de periodico

    Evaluation of stiffness in compression perpendicular to grain of brazilian tropical wood species (2018)

    Almeida, Andréa de Souza; Lanini, Tamiris Luiza Soares; Caetano, Juliana Argente; Christoforo, André Luis; Lahr, Francisco Antonio Rocco

    Source: Current Journal of Applied Science and Technology. Unidade: EESC

    Subjects: MADEIRA, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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    • ABNT

      ALMEIDA, Andréa de Souza et al. Evaluation of stiffness in compression perpendicular to grain of brazilian tropical wood species. Current Journal of Applied Science and Technology, v. 28, n. 5, p. 1-7, 2018Tradução . . Disponível em: https://doi.org/10.9734/CJAST/2018/42945. Acesso em: 18 out. 2024.

    • APA

      Almeida, A. de S., Lanini, T. L. S., Caetano, J. A., Christoforo, A. L., & Lahr, F. A. R. (2018). Evaluation of stiffness in compression perpendicular to grain of brazilian tropical wood species. Current Journal of Applied Science and Technology, 28( 5), 1-7. doi:10.9734/CJAST/2018/42945

    • NLM

      Almeida A de S, Lanini TLS, Caetano JA, Christoforo AL, Lahr FAR. Evaluation of stiffness in compression perpendicular to grain of brazilian tropical wood species [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-7.[citado 2024 out. 18 ] Available from: https://doi.org/10.9734/CJAST/2018/42945

    • Vancouver

      Almeida A de S, Lanini TLS, Caetano JA, Christoforo AL, Lahr FAR. Evaluation of stiffness in compression perpendicular to grain of brazilian tropical wood species [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-7.[citado 2024 out. 18 ] Available from: https://doi.org/10.9734/CJAST/2018/42945

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