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RIBEIRO, Paula O. et al. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization. Construction and Building Materials, v. 440, p. 1-16, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304. Acesso em: 08 out. 2024.
APA
Ribeiro, P. O., Carrazedo, R., Oliveira, C. O. e, & Krahl, P. A. (2024). Orthotropic elastic properties for UHPFRC based on two-phase model homogenization. Construction and Building Materials, 440, 1-16. doi:10.1016/j.conbuildmat.2024.137304
NLM
Ribeiro PO, Carrazedo R, Oliveira CO e, Krahl PA. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization [Internet]. Construction and Building Materials. 2024 ; 440 1-16.[citado 2024 out. 08 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
Vancouver
Ribeiro PO, Carrazedo R, Oliveira CO e, Krahl PA. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization [Internet]. Construction and Building Materials. 2024 ; 440 1-16.[citado 2024 out. 08 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
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ANDRADE, Heider de Castro e e TREVELYAN, J. e LEONEL, Edson Denner. Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method. Theoretical and Applied Fracture Mechanics, v. 127, p. 1-21, 2023Tradução . . Disponível em: https://dx.doi.org/10.1016/j.tafmec.2023.104091. Acesso em: 08 out. 2024.
APA
Andrade, H. de C. e, Trevelyan, J., & Leonel, E. D. (2023). Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method. Theoretical and Applied Fracture Mechanics, 127, 1-21. doi:10.1016/j.tafmec.2023.104091
NLM
Andrade H de C e, Trevelyan J, Leonel ED. Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 127 1-21.[citado 2024 out. 08 ] Available from: https://dx.doi.org/10.1016/j.tafmec.2023.104091
Vancouver
Andrade H de C e, Trevelyan J, Leonel ED. Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 127 1-21.[citado 2024 out. 08 ] Available from: https://dx.doi.org/10.1016/j.tafmec.2023.104091
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CODA, Humberto Breves e BERNARDO, Caio César La-Cava Gonçalves e PACCOLA, Rodrigo Ribeiro. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, v. 292, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2022.115606. Acesso em: 08 out. 2024.
APA
Coda, H. B., Bernardo, C. C. L. -C. G., & Paccola, R. R. (2022). A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, 292, 1-17. doi:10.1016/j.compstruct.2022.115606
NLM
Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
Vancouver
Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
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GONDIM, Rafaella Moreira Lima. Investigação do efeito acustoelástico em elementos de alvenaria estrutural formados por blocos de concreto. 2022. Tese (Doutorado) – Universidade de São Paulo, São Carlos, 2022. Disponível em: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-20122022-123424/. Acesso em: 08 out. 2024.
APA
Gondim, R. M. L. (2022). Investigação do efeito acustoelástico em elementos de alvenaria estrutural formados por blocos de concreto (Tese (Doutorado). Universidade de São Paulo, São Carlos. Recuperado de https://www.teses.usp.br/teses/disponiveis/18/18134/tde-20122022-123424/
NLM
Gondim RML. Investigação do efeito acustoelástico em elementos de alvenaria estrutural formados por blocos de concreto [Internet]. 2022 ;[citado 2024 out. 08 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-20122022-123424/
Vancouver
Gondim RML. Investigação do efeito acustoelástico em elementos de alvenaria estrutural formados por blocos de concreto [Internet]. 2022 ;[citado 2024 out. 08 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-20122022-123424/
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MARUM, Tiago Haddad et al. Study on bursting and contact stresses in tunnel lining segments subjected to high localized compressive loads: a review and model comparison. 2021, Anais.. São Paulo: ABMS/CBT, 2021. Disponível em: https://repositorio.usp.br/directbitstream/658ee2d9-3182-4ce2-b177-35d3595eacc6/Study%20on%20bursting%20and%20contact%20stresses%20in%20tunnel%20lining%20segments%20subjected%20to%20high%20localized%20compressive%20loads.pdf. Acesso em: 08 out. 2024.
APA
Marum, T. H., Maciel, V. S. F., Silva, R. N. da, Gama, P. V. C. N. da, Gay Neto, A., Bitencourt Júnior, L. A. G., et al. (2021). Study on bursting and contact stresses in tunnel lining segments subjected to high localized compressive loads: a review and model comparison. In Anais - Inovando em obras subterrâneas para um futuro melhor. São Paulo: ABMS/CBT. Recuperado de https://repositorio.usp.br/directbitstream/658ee2d9-3182-4ce2-b177-35d3595eacc6/Study%20on%20bursting%20and%20contact%20stresses%20in%20tunnel%20lining%20segments%20subjected%20to%20high%20localized%20compressive%20loads.pdf
NLM
Marum TH, Maciel VSF, Silva RN da, Gama PVCN da, Gay Neto A, Bitencourt Júnior LAG, Figueiredo AD de, Silva MAAP da. Study on bursting and contact stresses in tunnel lining segments subjected to high localized compressive loads: a review and model comparison [Internet]. Anais - Inovando em obras subterrâneas para um futuro melhor. 2021 ;[citado 2024 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/658ee2d9-3182-4ce2-b177-35d3595eacc6/Study%20on%20bursting%20and%20contact%20stresses%20in%20tunnel%20lining%20segments%20subjected%20to%20high%20localized%20compressive%20loads.pdf
Vancouver
Marum TH, Maciel VSF, Silva RN da, Gama PVCN da, Gay Neto A, Bitencourt Júnior LAG, Figueiredo AD de, Silva MAAP da. Study on bursting and contact stresses in tunnel lining segments subjected to high localized compressive loads: a review and model comparison [Internet]. Anais - Inovando em obras subterrâneas para um futuro melhor. 2021 ;[citado 2024 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/658ee2d9-3182-4ce2-b177-35d3595eacc6/Study%20on%20bursting%20and%20contact%20stresses%20in%20tunnel%20lining%20segments%20subjected%20to%20high%20localized%20compressive%20loads.pdf
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MARTINS, Lucas Barboza. Modelagem dos defeitos na madeira de Eucalyptus grandis oriundos da tensão de crescimento. 2021. Dissertação (Mestrado) – Universidade de São Paulo, Piracicaba, 2021. Disponível em: https://www.teses.usp.br/teses/disponiveis/11/11150/tde-04082021-163245/. Acesso em: 08 out. 2024.
APA
Martins, L. B. (2021). Modelagem dos defeitos na madeira de Eucalyptus grandis oriundos da tensão de crescimento (Dissertação (Mestrado). Universidade de São Paulo, Piracicaba. Recuperado de https://www.teses.usp.br/teses/disponiveis/11/11150/tde-04082021-163245/
NLM
Martins LB. Modelagem dos defeitos na madeira de Eucalyptus grandis oriundos da tensão de crescimento [Internet]. 2021 ;[citado 2024 out. 08 ] Available from: https://www.teses.usp.br/teses/disponiveis/11/11150/tde-04082021-163245/
Vancouver
Martins LB. Modelagem dos defeitos na madeira de Eucalyptus grandis oriundos da tensão de crescimento [Internet]. 2021 ;[citado 2024 out. 08 ] Available from: https://www.teses.usp.br/teses/disponiveis/11/11150/tde-04082021-163245/
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FIGUEIREDO, Carolina Della Ricco. Metodologia numérica para a análise de tensões elásticas no projeto por análise de vasos de pressão nucleares. 2021. Dissertação (Mestrado) – Universidade de São Paulo, São Paulo, 2021. Disponível em: https://www.teses.usp.br/teses/disponiveis/85/85133/tde-28012022-171806/. Acesso em: 08 out. 2024.
APA
Figueiredo, C. D. R. (2021). Metodologia numérica para a análise de tensões elásticas no projeto por análise de vasos de pressão nucleares (Dissertação (Mestrado). Universidade de São Paulo, São Paulo. Recuperado de https://www.teses.usp.br/teses/disponiveis/85/85133/tde-28012022-171806/
NLM
Figueiredo CDR. Metodologia numérica para a análise de tensões elásticas no projeto por análise de vasos de pressão nucleares [Internet]. 2021 ;[citado 2024 out. 08 ] Available from: https://www.teses.usp.br/teses/disponiveis/85/85133/tde-28012022-171806/
Vancouver
Figueiredo CDR. Metodologia numérica para a análise de tensões elásticas no projeto por análise de vasos de pressão nucleares [Internet]. 2021 ;[citado 2024 out. 08 ] Available from: https://www.teses.usp.br/teses/disponiveis/85/85133/tde-28012022-171806/
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SANTIN, Daniella Cristo et al. Effect of thickness on shrinkage stress and bottom-to-top hardness ratio of conventional and bulk-fill composites. European Journal of Oral Sciences, v. 129, n. 6, 2021Tradução . . Disponível em: https://doi.org/10.1111/eos.12825. Acesso em: 08 out. 2024.
APA
Santin, D. C., Velo, M. M. de A. C., Camim, F. da S., Brondino, N. C. M., Honório, H. M., & Mondelli, R. F. L. (2021). Effect of thickness on shrinkage stress and bottom-to-top hardness ratio of conventional and bulk-fill composites. European Journal of Oral Sciences, 129( 6). doi:10.1111/eos.12825
NLM
Santin DC, Velo MM de AC, Camim F da S, Brondino NCM, Honório HM, Mondelli RFL. Effect of thickness on shrinkage stress and bottom-to-top hardness ratio of conventional and bulk-fill composites [Internet]. European Journal of Oral Sciences. 2021 ; 129( 6):[citado 2024 out. 08 ] Available from: https://doi.org/10.1111/eos.12825
Vancouver
Santin DC, Velo MM de AC, Camim F da S, Brondino NCM, Honório HM, Mondelli RFL. Effect of thickness on shrinkage stress and bottom-to-top hardness ratio of conventional and bulk-fill composites [Internet]. European Journal of Oral Sciences. 2021 ; 129( 6):[citado 2024 out. 08 ] Available from: https://doi.org/10.1111/eos.12825
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SILVA, Gustavo Assis da et al. Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, p. 1-34, 2021Tradução . . Disponível em: https://doi.org/10.1002/nme.6781. Acesso em: 08 out. 2024.
APA
Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, 1-34. doi:10.1002/nme.6781
NLM
Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2024 out. 08 ] Available from: https://doi.org/10.1002/nme.6781
Vancouver
Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2024 out. 08 ] Available from: https://doi.org/10.1002/nme.6781
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NASCIMENTO, Márcio Lima do et al. Structural analysis of a stress-laminated-timber bridge deck using hardwood. Journal of Bridge Engineering, v. 26, n. 3, p. 1-11, 2021Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)BE.1943-5592.0001658. Acesso em: 08 out. 2024.
APA
Nascimento, M. L. do, Rodrigues, E. F. C., Christoforo, A. L., Lahr, F. A. R., & Balanco, G. G. (2021). Structural analysis of a stress-laminated-timber bridge deck using hardwood. Journal of Bridge Engineering, 26( 3), 1-11. doi:10.1061/(ASCE)BE.1943-5592.0001658
NLM
Nascimento ML do, Rodrigues EFC, Christoforo AL, Lahr FAR, Balanco GG. Structural analysis of a stress-laminated-timber bridge deck using hardwood [Internet]. Journal of Bridge Engineering. 2021 ; 26( 3): 1-11.[citado 2024 out. 08 ] Available from: https://doi.org/10.1061/(ASCE)BE.1943-5592.0001658
Vancouver
Nascimento ML do, Rodrigues EFC, Christoforo AL, Lahr FAR, Balanco GG. Structural analysis of a stress-laminated-timber bridge deck using hardwood [Internet]. Journal of Bridge Engineering. 2021 ; 26( 3): 1-11.[citado 2024 out. 08 ] Available from: https://doi.org/10.1061/(ASCE)BE.1943-5592.0001658
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ANDRADE, Helder C. e LEONEL, Edson Denner. An enriched dual boundary element method formulation for linear elastic crack propagation. Engineering Analysis with Boundary Elements, v. 121, p. 158-179, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2020.09.007. Acesso em: 08 out. 2024.
APA
Andrade, H. C., & Leonel, E. D. (2020). An enriched dual boundary element method formulation for linear elastic crack propagation. Engineering Analysis with Boundary Elements, 121, 158-179. doi:10.1016/j.enganabound.2020.09.007
NLM
Andrade HC, Leonel ED. An enriched dual boundary element method formulation for linear elastic crack propagation [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 121 158-179.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.enganabound.2020.09.007
Vancouver
Andrade HC, Leonel ED. An enriched dual boundary element method formulation for linear elastic crack propagation [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 121 158-179.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.enganabound.2020.09.007
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BRAVO, Cintia Grazielle Alves dos Santos et al. Carbon fiber-reinforced polymers as a tensile reinforcement of the Pinus elliotti and Manilkara huberi wood species. Maderas: Ciencia y tecnología, v. 22, n. 1, p. 37-44, 2020Tradução . . Disponível em: https://doi.org/10.4067/S0718-221X2020005000104. Acesso em: 08 out. 2024.
APA
Bravo, C. G. A. dos S., Branco, L. A. M. N., Chahud, E., Aquino, V. B. de M., Dias, A. M. P. G., Christoforo, A. L., & Lahr, F. A. R. (2020). Carbon fiber-reinforced polymers as a tensile reinforcement of the Pinus elliotti and Manilkara huberi wood species. Maderas: Ciencia y tecnología, 22( 1), 37-44. doi:10.4067/S0718-221X2020005000104
NLM
Bravo CGA dos S, Branco LAMN, Chahud E, Aquino VB de M, Dias AMPG, Christoforo AL, Lahr FAR. Carbon fiber-reinforced polymers as a tensile reinforcement of the Pinus elliotti and Manilkara huberi wood species [Internet]. Maderas: Ciencia y tecnología. 2020 ; 22( 1): 37-44.[citado 2024 out. 08 ] Available from: https://doi.org/10.4067/S0718-221X2020005000104
Vancouver
Bravo CGA dos S, Branco LAMN, Chahud E, Aquino VB de M, Dias AMPG, Christoforo AL, Lahr FAR. Carbon fiber-reinforced polymers as a tensile reinforcement of the Pinus elliotti and Manilkara huberi wood species [Internet]. Maderas: Ciencia y tecnología. 2020 ; 22( 1): 37-44.[citado 2024 out. 08 ] Available from: https://doi.org/10.4067/S0718-221X2020005000104
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SOUZA FILHO, Isnaldi Rodrigues de et al. The impact of grain-scale strain localization on strain hardening of a high-Mn steel: Real-time tracking of the transition from the γ → ε → α’ transformation to twinning. Acta materialia, n. 197, p. 123-136, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.actamat.2020.07.038. Acesso em: 08 out. 2024.
APA
Souza Filho, I. R. de, Dutta, A. K., Almeida Junior, D. R., Lu, W., Sandim, M. J. R., Ponge, D., et al. (2020). The impact of grain-scale strain localization on strain hardening of a high-Mn steel: Real-time tracking of the transition from the γ → ε → α’ transformation to twinning. Acta materialia, ( 197), 123-136. doi:10.1016/j.actamat.2020.07.038
NLM
Souza Filho IR de, Dutta AK, Almeida Junior DR, Lu W, Sandim MJR, Ponge D, Sandim HRZ, Raabe D. The impact of grain-scale strain localization on strain hardening of a high-Mn steel: Real-time tracking of the transition from the γ → ε → α’ transformation to twinning [Internet]. Acta materialia. 2020 ;( 197): 123-136.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.actamat.2020.07.038
Vancouver
Souza Filho IR de, Dutta AK, Almeida Junior DR, Lu W, Sandim MJR, Ponge D, Sandim HRZ, Raabe D. The impact of grain-scale strain localization on strain hardening of a high-Mn steel: Real-time tracking of the transition from the γ → ε → α’ transformation to twinning [Internet]. Acta materialia. 2020 ;( 197): 123-136.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.actamat.2020.07.038
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VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Analytical solution for a deep circular tunnel in anisotropic ground and anisotropic geostatic stresses. Rock Mechanics and Rock Engineering, v. 53, p. 3859-3884, 2020Tradução . . Disponível em: https://doi.org/10.1007/s00603-020-02157-5. Acesso em: 08 out. 2024.
APA
Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2020). Analytical solution for a deep circular tunnel in anisotropic ground and anisotropic geostatic stresses. Rock Mechanics and Rock Engineering, 53, 3859-3884. doi:10.1007/s00603-020-02157-5
NLM
Vitali OPM, Celestino TB, Bobet A. Analytical solution for a deep circular tunnel in anisotropic ground and anisotropic geostatic stresses [Internet]. Rock Mechanics and Rock Engineering. 2020 ; 53 3859-3884.[citado 2024 out. 08 ] Available from: https://doi.org/10.1007/s00603-020-02157-5
Vancouver
Vitali OPM, Celestino TB, Bobet A. Analytical solution for a deep circular tunnel in anisotropic ground and anisotropic geostatic stresses [Internet]. Rock Mechanics and Rock Engineering. 2020 ; 53 3859-3884.[citado 2024 out. 08 ] Available from: https://doi.org/10.1007/s00603-020-02157-5
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SILVA, Gustavo Assis da. Otimização topológica considerando incertezas com critério de falha em tensão. 2019. Tese (Doutorado) – Universidade de São Paulo, São Carlos, 2019. Disponível em: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26032019-122856/. Acesso em: 08 out. 2024.
APA
Silva, G. A. da. (2019). Otimização topológica considerando incertezas com critério de falha em tensão (Tese (Doutorado). Universidade de São Paulo, São Carlos. Recuperado de http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26032019-122856/
NLM
Silva GA da. Otimização topológica considerando incertezas com critério de falha em tensão [Internet]. 2019 ;[citado 2024 out. 08 ] Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26032019-122856/
Vancouver
Silva GA da. Otimização topológica considerando incertezas com critério de falha em tensão [Internet]. 2019 ;[citado 2024 out. 08 ] Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26032019-122856/
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SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, v. 344, p. 512-537, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2018.10.020. Acesso em: 08 out. 2024.
APA
Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, 344, 512-537. doi:10.1016/j.cma.2018.10.020
NLM
Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.cma.2018.10.020
Vancouver
Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.cma.2018.10.020
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SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, v. 354, p. 397-421, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2019.05.046. Acesso em: 08 out. 2024.
APA
Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, 354, 397-421. doi:10.1016/j.cma.2019.05.046
NLM
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
Vancouver
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2024 out. 08 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
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SILVA, Gustavo Assis da e CARDOSO, Eduardo Lenz e BECK, André Teófilo. Non-probabilistic robust continuum topology optimization with stress constraints. Structural and Multidisciplinary Optimization, v. 59, n. 4, p. 1181-1197, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00158-018-2122-0. Acesso em: 08 out. 2024.
APA
Silva, G. A. da, Cardoso, E. L., & Beck, A. T. (2019). Non-probabilistic robust continuum topology optimization with stress constraints. Structural and Multidisciplinary Optimization, 59( 4), 1181-1197. doi:10.1007/s00158-018-2122-0
NLM
Silva GA da, Cardoso EL, Beck AT. Non-probabilistic robust continuum topology optimization with stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 59( 4): 1181-1197.[citado 2024 out. 08 ] Available from: https://doi.org/10.1007/s00158-018-2122-0
Vancouver
Silva GA da, Cardoso EL, Beck AT. Non-probabilistic robust continuum topology optimization with stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 59( 4): 1181-1197.[citado 2024 out. 08 ] Available from: https://doi.org/10.1007/s00158-018-2122-0
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Shallow tunnel not aligned with the geostatic principal stress directions. 2019, Anais.. Reston, VA, USA: ASCE, 2019. Disponível em: https://repositorio.usp.br/directbitstream/44a6476b-dac4-46ac-bdb3-db15acc5ef05/trabalho%2002%20-%20Shallow%20Tunnel%20not%20aligned%20to%20the%20geostatic%20principal%20stress%20directions%20%28Geo-Congress%2C%202019%2C%20Philadelphia.%20Eighth%20International%20Conference%20on%20Case%20Histories%20in%20Geotechnical%20Engineering%2C%202019%29.pdf. Acesso em: 08 out. 2024.
APA
Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2019). Shallow tunnel not aligned with the geostatic principal stress directions. In Geo-Congress 2019: Data, Software, Education, and a Tribute to Ralph Peck. Reston, VA, USA: ASCE. Recuperado de https://repositorio.usp.br/directbitstream/44a6476b-dac4-46ac-bdb3-db15acc5ef05/trabalho%2002%20-%20Shallow%20Tunnel%20not%20aligned%20to%20the%20geostatic%20principal%20stress%20directions%20%28Geo-Congress%2C%202019%2C%20Philadelphia.%20Eighth%20International%20Conference%20on%20Case%20Histories%20in%20Geotechnical%20Engineering%2C%202019%29.pdf
NLM
Vitali OPM, Celestino TB, Bobet A. Shallow tunnel not aligned with the geostatic principal stress directions [Internet]. Geo-Congress 2019: Data, Software, Education, and a Tribute to Ralph Peck. 2019 ;[citado 2024 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/44a6476b-dac4-46ac-bdb3-db15acc5ef05/trabalho%2002%20-%20Shallow%20Tunnel%20not%20aligned%20to%20the%20geostatic%20principal%20stress%20directions%20%28Geo-Congress%2C%202019%2C%20Philadelphia.%20Eighth%20International%20Conference%20on%20Case%20Histories%20in%20Geotechnical%20Engineering%2C%202019%29.pdf
Vancouver
Vitali OPM, Celestino TB, Bobet A. Shallow tunnel not aligned with the geostatic principal stress directions [Internet]. Geo-Congress 2019: Data, Software, Education, and a Tribute to Ralph Peck. 2019 ;[citado 2024 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/44a6476b-dac4-46ac-bdb3-db15acc5ef05/trabalho%2002%20-%20Shallow%20Tunnel%20not%20aligned%20to%20the%20geostatic%20principal%20stress%20directions%20%28Geo-Congress%2C%202019%2C%20Philadelphia.%20Eighth%20International%20Conference%20on%20Case%20Histories%20in%20Geotechnical%20Engineering%2C%202019%29.pdf
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo Assis da e BECK, André Teófilo. Reliability-based topology optimization of continuum structures subject to local stress constraints. Structural and Multidisciplinary Optimization, v. 57, n. 6, p. 2339-2355, 2018Tradução . . Disponível em: https://doi.org/10.1007/s00158-017-1865-3. Acesso em: 08 out. 2024.
APA
Silva, G. A. da, & Beck, A. T. (2018). Reliability-based topology optimization of continuum structures subject to local stress constraints. Structural and Multidisciplinary Optimization, 57( 6), 2339-2355. doi:10.1007/s00158-017-1865-3
NLM
Silva GA da, Beck AT. Reliability-based topology optimization of continuum structures subject to local stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2018 ; 57( 6): 2339-2355.[citado 2024 out. 08 ] Available from: https://doi.org/10.1007/s00158-017-1865-3
Vancouver
Silva GA da, Beck AT. Reliability-based topology optimization of continuum structures subject to local stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2018 ; 57( 6): 2339-2355.[citado 2024 out. 08 ] Available from: https://doi.org/10.1007/s00158-017-1865-3