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Artigo de periodico
Development of methods of structural reliability (2024)
Ellingwood, Bruce; Maes, Marc; Bartlett, F. Michael; Beck, André Teófilo ; Caprani, Colin; Kiureghian, Armen Der; Dueñas-Osorio, Leonardo; Galvão, Neryvaldo; Gilbert, Robert; Jie, Li; Matos, Jose; Mori, Yasuhiro; Papaioannou, Iason; Paredes, Roger; Straub, Daniel; Sudret, Bruno
Fonte: Structural Safety. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
ELLINGWOOD, Bruce et al. Development of methods of structural reliability. Structural Safety, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102474. Acesso em: 03 nov. 2024.
APA
Ellingwood, B., Maes, M., Bartlett, F. M., Beck, A. T., Caprani, C., Kiureghian, A. D., et al. (2024). Development of methods of structural reliability. Structural Safety, 1-40. doi:10.1016/j.strusafe.2024.102474
NLM
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Vancouver
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Artigo de periodico
Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction (2024)
Nogueira, Rodrigo de Souza; Moritani, Fabiana Yukiko; Christoforo, André Luis ; Monteiro, Sergio Neves; Azevedo, Afonso Rangel Garcez de; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco
Fonte: Materials. Unidade: EESC
Assuntos: ESTRUTURAS DE MADEIRA, RESISTÊNCIA A TRAÇÃO, CONSTRUÇÃO CIVIL, ESTRUTURAS
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ABNT
NOGUEIRA, Rodrigo de Souza et al. Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction. Materials, v. 17, n. 18, p. 1-11, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/ma17184506. Acesso em: 03 nov. 2024.
APA
Nogueira, R. de S., Moritani, F. Y., Christoforo, A. L., Monteiro, S. N., Azevedo, A. R. G. de, Santos, H. F. dos, & Lahr, F. A. R. (2024). Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction. Materials, 17( 18), 1-11. doi:10.3390/ma17184506
NLM
Nogueira R de S, Moritani FY, Christoforo AL, Monteiro SN, Azevedo ARG de, Santos HF dos, Lahr FAR. Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction [Internet]. Materials. 2024 ; 17( 18): 1-11.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/ma17184506
Vancouver
Nogueira R de S, Moritani FY, Christoforo AL, Monteiro SN, Azevedo ARG de, Santos HF dos, Lahr FAR. Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction [Internet]. Materials. 2024 ; 17( 18): 1-11.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/ma17184506
Artigo de periodico
Yield criteria for voided materials with anisotropic matrix behavior (2024)
Ferreira, A. R.; Proença, Sérgio Persival Baroncini ; Benallal, Ahmed
Fonte: European Journal of Mechanics A : solids. Unidade: EESC
Assuntos: MATERIAIS POROSOS, ESCOAMENTO, ESTRUTURAS
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ABNT
FERREIRA, A. R. e PROENÇA, Sérgio Persival Baroncini e BENALLAL, Ahmed. Yield criteria for voided materials with anisotropic matrix behavior. European Journal of Mechanics A : solids, v. 104, p. 1-18, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.euromechsol.2023.105079. Acesso em: 03 nov. 2024.
APA
Ferreira, A. R., Proença, S. P. B., & Benallal, A. (2024). Yield criteria for voided materials with anisotropic matrix behavior. European Journal of Mechanics A : solids, 104, 1-18. doi:10.1016/j.euromechsol.2023.105079
NLM
Ferreira AR, Proença SPB, Benallal A. Yield criteria for voided materials with anisotropic matrix behavior [Internet]. European Journal of Mechanics A : solids. 2024 ; 104 1-18.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.euromechsol.2023.105079
Vancouver
Ferreira AR, Proença SPB, Benallal A. Yield criteria for voided materials with anisotropic matrix behavior [Internet]. European Journal of Mechanics A : solids. 2024 ; 104 1-18.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.euromechsol.2023.105079
Artigo de periodico
Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants (2024)
Miguel, Leandro Fleck Fadel; Elias, Said; Beck, André Teófilo
Fonte: Engineering Structures. Unidade: EESC
Assuntos: AMORTECEDORES, VIBRAÇÕES, ESTRUTURAS
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ABNT
MIGUEL, Leandro Fleck Fadel e ELIAS, Said e BECK, André Teófilo. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, v. 306, p. 1-13, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117861. Acesso em: 03 nov. 2024.
APA
Miguel, L. F. F., Elias, S., & Beck, A. T. (2024). Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, 306, 1-13. doi:10.1016/j.engstruct.2024.117861
NLM
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Vancouver
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Artigo de periodico
Orthotropic elastic properties for UHPFRC based on two-phase model homogenization (2024)
Ribeiro, Paula O.; Carrazedo, Ricardo ; Oliveira, Caroline Oliveira e; Krahl, Pablo Augusto
Fonte: Construction and Building Materials. Unidade: EESC
Assuntos: CONCRETO REFORÇADO COM FIBRAS, TENSÃO ESTRUTURAL, HOMOGENEIZAÇÃO, ESTRUTURAS
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ABNT
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: 03 nov. 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 nov. 03 ] 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 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
Artigo de periodico
Reliability analysis of an earth dam under rainfall effects (2024)
Torrico Siacara, Adrian ; Napa-García, Gian Franco; Beck, André Teófilo ; Futai, Marcos Massao
Fonte: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP
Assuntos: BARRAGENS DE TERRA, TRANSIENTES HIDRÁULICOS, BARRAGENS DE TERRA, PRECIPITAÇÃO ATMOSFÉRICA, ESTRUTURAS
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ABNT
TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, v. 10, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-024-00571-1. Acesso em: 03 nov. 2024.
APA
Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2024). Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, 10, 1-17. doi:10.1007/s40891-024-00571-1
NLM
Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
Vancouver
Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
Artigo de periodico
Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles (2024)
Silva, Luana Cristal Lirya; Lima, Felipe Oliveira; Araujo, Victor Almeida de ; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis ; Favarim, Higor Rogerio; Campos, Cristiane Inácio de
Fonte: Polymers. Unidade: EESC
Assuntos: NANOPARTÍCULAS, PAINÉIS, PAINÉIS, DENSIDADE DA MADEIRA, ESTRUTURAS
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ABNT
SILVA, Luana Cristal Lirya et al. Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles. Polymers, v. 16, n. 12, p. 1-15, 2024Tradução . . Disponível em: http://dx.doi.org/10.3390/polym16121652. Acesso em: 03 nov. 2024.
APA
Silva, L. C. L., Lima, F. O., Araujo, V. A. de, Santos, H. F. dos, Lahr, F. A. R., Christoforo, A. L., et al. (2024). Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles. Polymers, 16( 12), 1-15. doi:10.3390/polym16121652
NLM
Silva LCL, Lima FO, Araujo VA de, Santos HF dos, Lahr FAR, Christoforo AL, Favarim HR, Campos CI de. Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles [Internet]. Polymers. 2024 ; 16( 12): 1-15.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.3390/polym16121652
Vancouver
Silva LCL, Lima FO, Araujo VA de, Santos HF dos, Lahr FAR, Christoforo AL, Favarim HR, Campos CI de. Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles [Internet]. Polymers. 2024 ; 16( 12): 1-15.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.3390/polym16121652
Artigo de periodico
Performance evaluation of asphalt binder modified with lignin-derived nanocarbon (2024)
Brasil, Mirtes Aila de Carvalho; Leite, Leni Figueiredo Mathias ; Aragão, Francisco Thiago Sacramento; Osmari, Patricia Henning; Chinelatto Junior, Luiz Silvino; Nascimento, Luis Alberto Hermann do; Cravo, Margareth Carvalho Coutinho; Araújo, Joyce Rodrigues de
Fonte: Revista Matéria. Unidade: EESC
Assuntos: ASFALTO, FADIGA DOS MATERIAIS, ENVELHECIMENTO, ESTRUTURAS
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ABNT
BRASIL, Mirtes Aila de Carvalho et al. Performance evaluation of asphalt binder modified with lignin-derived nanocarbon. Revista Matéria, v. 29, n. 2, p. 1-16, 2024Tradução . . Disponível em: http://dx.doi.org/10.1590/1517-7076-RMAT-2023-0358. Acesso em: 03 nov. 2024.
APA
Brasil, M. A. de C., Leite, L. F. M., Aragão, F. T. S., Osmari, P. H., Chinelatto Junior, L. S., Nascimento, L. A. H. do, et al. (2024). Performance evaluation of asphalt binder modified with lignin-derived nanocarbon. Revista Matéria, 29( 2), 1-16. doi:10.1590/1517-7076-RMAT-2023-0358
NLM
Brasil MA de C, Leite LFM, Aragão FTS, Osmari PH, Chinelatto Junior LS, Nascimento LAH do, Cravo MCC, Araújo JR de. Performance evaluation of asphalt binder modified with lignin-derived nanocarbon [Internet]. Revista Matéria. 2024 ; 29( 2): 1-16.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2023-0358
Vancouver
Brasil MA de C, Leite LFM, Aragão FTS, Osmari PH, Chinelatto Junior LS, Nascimento LAH do, Cravo MCC, Araújo JR de. Performance evaluation of asphalt binder modified with lignin-derived nanocarbon [Internet]. Revista Matéria. 2024 ; 29( 2): 1-16.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2023-0358
Artigo de periodico
A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration (2024)
Costa, Luis Gustavo Lopes; Beck, André Teófilo
Fonte: Structural Safety. Unidade: EESC
Assuntos: EDIFÍCIOS, PROBABILIDADE, ESTRUTURAS
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ABNT
COSTA, Luis Gustavo Lopes e BECK, André Teófilo. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, v. 106, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102411. Acesso em: 03 nov. 2024.
APA
Costa, L. G. L., & Beck, A. T. (2024). A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, 106, 1-24. doi:10.1016/j.strusafe.2023.102411
NLM
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Vancouver
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Artigo de periodico
Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design (2024)
Aquino, Vinicius Borges de Moura ; Lahr, Francisco Antonio Rocco ; Chahud, Eduardo; Rodrigues, Edson Fernando Castanheira ; Arroyo, Felipe Nascimento ; Christoforo, André Luis
Fonte: Acta Scientiarum: Technology. Unidade: EESC
Assuntos: MADEIRA, DENSIDADE DA MADEIRA, MADEIRA, ESTRUTURAS
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ABNT
AQUINO, Vinicius Borges de Moura et al. Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design. Acta Scientiarum: Technology, v. 46, p. 1-7, 2024Tradução . . Disponível em: http://dx.doi.org/10.4025/actascitechnol.v46i1.60183. Acesso em: 03 nov. 2024.
APA
Aquino, V. B. de M., Lahr, F. A. R., Chahud, E., Rodrigues, E. F. C., Arroyo, F. N., & Christoforo, A. L. (2024). Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design. Acta Scientiarum: Technology, 46, 1-7. doi:10.4025/actascitechnol.v46i1.60183
NLM
Aquino VB de M, Lahr FAR, Chahud E, Rodrigues EFC, Arroyo FN, Christoforo AL. Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design [Internet]. Acta Scientiarum: Technology. 2024 ; 46 1-7.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.4025/actascitechnol.v46i1.60183
Vancouver
Aquino VB de M, Lahr FAR, Chahud E, Rodrigues EFC, Arroyo FN, Christoforo AL. Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design [Internet]. Acta Scientiarum: Technology. 2024 ; 46 1-7.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.4025/actascitechnol.v46i1.60183
Artigo de periodico
Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure (2024)
Torrico Siacara, Adrian ; Xiangfeng, Guo; Beck, André Teófilo
Fonte: Computers and Geotechnics. Unidades: EESC, EP
Assuntos: ESTRUTURAS, FUNDAÇÕES (ENGENHARIA), ESTRUTURAS
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ABNT
TORRICO SIACARA, Adrian e XIANGFENG, Guo e BECK, André Teófilo. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure. Computers and Geotechnics, v. 175, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.compgeo.2024.106659. Acesso em: 03 nov. 2024.
APA
Torrico Siacara, A., Xiangfeng, G., & Beck, A. T. (2024). Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure. Computers and Geotechnics, 175. doi:10.1016/j.compgeo.2024.106659
NLM
Torrico Siacara A, Xiangfeng G, Beck AT. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure [Internet]. Computers and Geotechnics. 2024 ; 175[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.compgeo.2024.106659
Vancouver
Torrico Siacara A, Xiangfeng G, Beck AT. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure [Internet]. Computers and Geotechnics. 2024 ; 175[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.compgeo.2024.106659
Artigo de periodico
Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation (2024)
Santos, Wanderson Ferreira dos; Lopes, Igor A. Rodrigues; Pires, Francisco M. Andrade; Proença, Sérgio Persival Baroncini
Fonte: International Journal of Solids and Structures. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
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: 03 nov. 2024.
APA
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
NLM
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 nov. 03 ] 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 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724
Artigo de periodico
Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections (2024)
Araújo, D. L.; Borges, Vanessa Elizabeth dos Santos; Bernardes, Efraim Soares; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CISALHAMENTO, ESTRUTURAS
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ABNT
ARAÚJO, D. L. et al. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, v. 308, p. 1-19, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117953. Acesso em: 03 nov. 2024.
APA
Araújo, D. L., Borges, V. E. dos S., Bernardes, E. S., & El Debs, M. K. (2024). Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, 308, 1-19. doi:10.1016/j.engstruct.2024.117953
NLM
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
Vancouver
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
Artigo de periodico
Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling (2024)
Almeida, Luis Philipe Ribeiro; Leonel, Edson Denner
Fonte: International Journal for Numerical Methods in Engineering. Unidade: EESC
Assuntos: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
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ABNT
ALMEIDA, Luis Philipe Ribeiro e LEONEL, Edson Denner. Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling. International Journal for Numerical Methods in Engineering, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1002/nme.7535. Acesso em: 03 nov. 2024.
APA
Almeida, L. P. R., & Leonel, E. D. (2024). Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling. International Journal for Numerical Methods in Engineering, 1-40. doi:10.1002/nme.7535
NLM
Almeida LPR, Leonel ED. Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling [Internet]. International Journal for Numerical Methods in Engineering. 2024 ; 1-40.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1002/nme.7535
Vancouver
Almeida LPR, Leonel ED. Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling [Internet]. International Journal for Numerical Methods in Engineering. 2024 ; 1-40.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.1002/nme.7535
Artigo de periodico
Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin (2024)
Bispo, Rodrigo Andraus; Rodrigues, Felipe Reis; Cazella, Pedro Henrique da Silva; Silva, Sérgio Augusto Mello da; Aquino, Vinicius Borges de Moura ; Moreto, Jeferson Aparecido; Chahud, Eduardo; Branco, Luiz Antônio Melgaço Nunes; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Fonte: BioResources. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS DE FIBRAS, COCO, PAINÉIS, MAMONA, ESTRUTURAS
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ABNT
BISPO, Rodrigo Andraus et al. Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin. BioResources, v. 19, n. 3, p. 6559-6568, 2024Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.19.3.6559-6568. Acesso em: 03 nov. 2024.
APA
Bispo, R. A., Rodrigues, F. R., Cazella, P. H. da S., Silva, S. A. M. da, Aquino, V. B. de M., Moreto, J. A., et al. (2024). Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin. BioResources, 19( 3), 6559-6568. doi:10.15376/biores.19.3.6559-6568
NLM
Bispo RA, Rodrigues FR, Cazella PH da S, Silva SAM da, Aquino VB de M, Moreto JA, Chahud E, Branco LAMN, Santos HF dos, Lahr FAR, Christoforo AL. Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin [Internet]. BioResources. 2024 ; 19( 3): 6559-6568.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.15376/biores.19.3.6559-6568
Vancouver
Bispo RA, Rodrigues FR, Cazella PH da S, Silva SAM da, Aquino VB de M, Moreto JA, Chahud E, Branco LAMN, Santos HF dos, Lahr FAR, Christoforo AL. Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin [Internet]. BioResources. 2024 ; 19( 3): 6559-6568.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.15376/biores.19.3.6559-6568
Artigo de periodico
Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods (2024)
Menezes, Isabella Silva; Ferreira, Tobias Ribeiro; Souza, Clara Gaspar Fossi de; Pratavieira, Rogério; Lahr, Francisco Antonio Rocco ; Freitas, Ludmila de; Santos, Herisson Ferreira dos; Christoforo, André Luis
Fonte: BioResources. Unidade: EESC
Assuntos: MADEIRA, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MENEZES, Isabella Silva et al. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods. BioResources, v. 19, n. 4, p. 7408-7417, 2024Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.19.4.7408-7417. Acesso em: 03 nov. 2024.
APA
Menezes, I. S., Ferreira, T. R., Souza, C. G. F. de, Pratavieira, R., Lahr, F. A. R., Freitas, L. de, et al. (2024). Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods. BioResources, 19( 4), 7408-7417. doi:10.15376/biores.19.4.7408-7417
NLM
Menezes IS, Ferreira TR, Souza CGF de, Pratavieira R, Lahr FAR, Freitas L de, Santos HF dos, Christoforo AL. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods [Internet]. BioResources. 2024 ; 19( 4): 7408-7417.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.15376/biores.19.4.7408-7417
Vancouver
Menezes IS, Ferreira TR, Souza CGF de, Pratavieira R, Lahr FAR, Freitas L de, Santos HF dos, Christoforo AL. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods [Internet]. BioResources. 2024 ; 19( 4): 7408-7417.[citado 2024 nov. 03 ] Available from: http://dx.doi.org/10.15376/biores.19.4.7408-7417
Artigo de periodico
Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution (2024)
Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Bosse, Rúbia Mara; Silvestro, Laura; Ribeiro, Rodrigo S.; Lima, Geannina Terezinha dos Santos; Carrazedo, Ricardo
Fonte: Buildings. Unidade: EESC
Assuntos: DANOS MECÂNICOS, CONCRETO DE ALTA RESISTÊNCIA, ACÚSTICA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GIDRÃO, Gustavo de Miranda Saleme et al. Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution. Buildings, v. 14, n. 8, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/buildings14082446. Acesso em: 03 nov. 2024.
APA
Gidrão, G. de M. S., Krahl, P. A., Bosse, R. M., Silvestro, L., Ribeiro, R. S., Lima, G. T. dos S., & Carrazedo, R. (2024). Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution. Buildings, 14( 8), 1-17. doi:10.3390/buildings14082446
NLM
Gidrão G de MS, Krahl PA, Bosse RM, Silvestro L, Ribeiro RS, Lima GT dos S, Carrazedo R. Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution [Internet]. Buildings. 2024 ; 14( 8): 1-17.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/buildings14082446
Vancouver
Gidrão G de MS, Krahl PA, Bosse RM, Silvestro L, Ribeiro RS, Lima GT dos S, Carrazedo R. Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution [Internet]. Buildings. 2024 ; 14( 8): 1-17.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/buildings14082446
Artigo de periodico
Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques (2024)
Oliveira, Ramon Ferreira; Segundinho, Pedro Gutemberg de Alcântara; Silva, João Gabriel Missia da; Gonçalves, Fabricio Gomes; Lopes, Dercilio Junior Verly; Silva, Jeferson Pereira Martins; Lopes, Nayara Franzini; Mastela, Leonor da Cunha; Paes, Juarez Benigno; Souza, Clara Gaspar Fossi de; Lahr, Francisco Antonio Rocco ; Belumat, Maria Alice Romanha; Christoforo, André Luis ; Araujo, Caroline Palacio de
Fonte: Forests. Unidade: EESC
Assuntos: MADEIRA, ENSAIOS NÃO DESTRUTIVOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Ramon Ferreira et al. Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques. Forests, v. 15, p. 1-16, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/f15091658. Acesso em: 03 nov. 2024.
APA
Oliveira, R. F., Segundinho, P. G. de A., Silva, J. G. M. da, Gonçalves, F. G., Lopes, D. J. V., Silva, J. P. M., et al. (2024). Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques. Forests, 15, 1-16. doi:10.3390/f15091658
NLM
Oliveira RF, Segundinho PG de A, Silva JGM da, Gonçalves FG, Lopes DJV, Silva JPM, Lopes NF, Mastela L da C, Paes JB, Souza CGF de, Lahr FAR, Belumat MAR, Christoforo AL, Araujo CP de. Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques [Internet]. Forests. 2024 ; 15 1-16.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/f15091658
Vancouver
Oliveira RF, Segundinho PG de A, Silva JGM da, Gonçalves FG, Lopes DJV, Silva JPM, Lopes NF, Mastela L da C, Paes JB, Souza CGF de, Lahr FAR, Belumat MAR, Christoforo AL, Araujo CP de. Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques [Internet]. Forests. 2024 ; 15 1-16.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.3390/f15091658
Artigo de periodico
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 (2024)
Almeida, Luis Philipe Ribeiro; Leonel, Edson Denner
Fonte: International Journal of Solids and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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: 03 nov. 2024.
APA
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 nov. 03 ] 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 nov. 03 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
Artigo de periodico
An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics (2024)
Rocha, Matheus; Trevelyan, John; Leonel, Edson Denner
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROCHA, Matheus e TREVELYAN, John e LEONEL, Edson Denner. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 423, p. 1-33, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.116872. Acesso em: 03 nov. 2024.
APA
Rocha, M., Trevelyan, J., & Leonel, E. D. (2024). An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 423, 1-33. doi:10.1016/j.cma.2024.116872
NLM
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
Vancouver
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2024 nov. 03 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872

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