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Artigo de periodico
Weathering of vegetable fibre-clinker free cement composites (2002)
Savastano Júnior, Holmer; John, Vanderley Moacyr ; Agopyan, Vahan ; Ferreira, Osny Pellegrino
Source: Materials and Structures. Unidades: FZEA, EP, EESC
Subjects: FIBRAS VEGETAIS, FIBROCIMENTO
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ABNT
SAVASTANO JÚNIOR, Holmer et al. Weathering of vegetable fibre-clinker free cement composites. Materials and Structures, v. 35, n. Ja/Feb. 2002, p. 64-68, 2002Tradução . . Disponível em: https://doi.org/10.1007/bf02482092. Acesso em: 19 abr. 2024.
APA
Savastano Júnior, H., John, V. M., Agopyan, V., & Ferreira, O. P. (2002). Weathering of vegetable fibre-clinker free cement composites. Materials and Structures, 35( Ja/Feb. 2002), 64-68. doi:10.1007/bf02482092
NLM
Savastano Júnior H, John VM, Agopyan V, Ferreira OP. Weathering of vegetable fibre-clinker free cement composites [Internet]. Materials and Structures. 2002 ; 35( Ja/Feb. 2002): 64-68.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02482092
Vancouver
Savastano Júnior H, John VM, Agopyan V, Ferreira OP. Weathering of vegetable fibre-clinker free cement composites [Internet]. Materials and Structures. 2002 ; 35( Ja/Feb. 2002): 64-68.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02482092
Artigo de periodico
Structural behaviour of three-pile caps subjected to axial compressive loading (2008)
Miguel, Miriam Gonçalves; Takeya, Toshiaki; Giongo, José Samuel
Source: Materials and Structures. Unidade: EESC
Subjects: ENSAIOS DE COMPRESSÃO, BLOCOS, CONCRETO
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ABNT
MIGUEL, Miriam Gonçalves e TAKEYA, Toshiaki e GIONGO, José Samuel. Structural behaviour of three-pile caps subjected to axial compressive loading. Materials and Structures, v. 41, n. Ja 2008, p. 85-98, 2008Tradução . . Disponível em: https://doi.org/10.1617/s11527-007-9221-5. Acesso em: 19 abr. 2024.
APA
Miguel, M. G., Takeya, T., & Giongo, J. S. (2008). Structural behaviour of three-pile caps subjected to axial compressive loading. Materials and Structures, 41( Ja 2008), 85-98. doi:10.1617/s11527-007-9221-5
NLM
Miguel MG, Takeya T, Giongo JS. Structural behaviour of three-pile caps subjected to axial compressive loading [Internet]. Materials and Structures. 2008 ; 41( Ja 2008): 85-98.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-007-9221-5
Vancouver
Miguel MG, Takeya T, Giongo JS. Structural behaviour of three-pile caps subjected to axial compressive loading [Internet]. Materials and Structures. 2008 ; 41( Ja 2008): 85-98.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-007-9221-5
Artigo de periodico
Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys (2005)
Araújo, Daniel de Lima; El Debs, Mounir Khalil
Source: Materials and Structures. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, ENSAIOS DE CISALHAMENTO
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ABNT
ARAÚJO, Daniel de Lima e EL DEBS, Mounir Khalil. Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys. Materials and Structures, v. 38, n. 276, p. 173-181, 2005Tradução . . Disponível em: https://doi.org/10.1007/bf02479342. Acesso em: 19 abr. 2024.
APA
Araújo, D. de L., & El Debs, M. K. (2005). Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys. Materials and Structures, 38( 276), 173-181. doi:10.1007/bf02479342
NLM
Araújo D de L, El Debs MK. Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys [Internet]. Materials and Structures. 2005 ; 38( 276): 173-181.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02479342
Vancouver
Araújo D de L, El Debs MK. Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys [Internet]. Materials and Structures. 2005 ; 38( 276): 173-181.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02479342
Artigo de periodico
Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression (2004)
Lima Júnior, Humberto Correia; Giongo, José Samuel
Source: Materials and Structures. Unidade: EESC
Subjects: PILARES, CONCRETO DE ALTA RESISTÊNCIA, FIBRAS
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ABNT
LIMA JÚNIOR, Humberto Correia e GIONGO, José Samuel. Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression. Materials and Structures, v. 37, n. 274, p. 689-697, 2004Tradução . . Disponível em: https://doi.org/10.1007/bf02480514. Acesso em: 19 abr. 2024.
APA
Lima Júnior, H. C., & Giongo, J. S. (2004). Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression. Materials and Structures, 37( 274), 689-697. doi:10.1007/bf02480514
NLM
Lima Júnior HC, Giongo JS. Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression [Internet]. Materials and Structures. 2004 ; 37( 274): 689-697.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02480514
Vancouver
Lima Júnior HC, Giongo JS. Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression [Internet]. Materials and Structures. 2004 ; 37( 274): 689-697.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02480514
Artigo de periodico
Rutting behavior and rheological modeling of EVA-modified binders in the mixture and binder scales (2019)
Domingos, Matheus David Inocente; Faxina, Adalberto Leandro; Bernucci, Liedi Légi Bariani
Source: Materials and Structures. Unidades: EESC, EP
Subjects: LIGANTES, ASFALTO, REOLOGIA, PAVIMENTAÇÃO ASFÁLTICA
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ABNT
DOMINGOS, Matheus David Inocente e FAXINA, Adalberto Leandro e BERNUCCI, Liedi Légi Bariani. Rutting behavior and rheological modeling of EVA-modified binders in the mixture and binder scales. Materials and Structures, v. 52, n. 2, p. 1-13, 2019Tradução . . Disponível em: https://doi.org/10.1617/s11527-019-1335-z. Acesso em: 19 abr. 2024.
APA
Domingos, M. D. I., Faxina, A. L., & Bernucci, L. L. B. (2019). Rutting behavior and rheological modeling of EVA-modified binders in the mixture and binder scales. Materials and Structures, 52( 2), 1-13. doi:10.1617/s11527-019-1335-z
NLM
Domingos MDI, Faxina AL, Bernucci LLB. Rutting behavior and rheological modeling of EVA-modified binders in the mixture and binder scales [Internet]. Materials and Structures. 2019 ; 52( 2): 1-13.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-019-1335-z
Vancouver
Domingos MDI, Faxina AL, Bernucci LLB. Rutting behavior and rheological modeling of EVA-modified binders in the mixture and binder scales [Internet]. Materials and Structures. 2019 ; 52( 2): 1-13.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-019-1335-z
Artigo de periodico
Rheological analysis of asphalt binders modified with Elvaloy® terpolymer and polyphosphoric acid on the multiple stress creep and recovery test (2015)
Domingos, Matheus David Inocente; Faxina, Adalberto Leandro
Source: Materials and Structures. Unidade: EESC
Subjects: REOLOGIA (ANÁLISE), ÁCIDO FOSFÓRICO, ASFALTO
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ABNT
DOMINGOS, Matheus David Inocente e FAXINA, Adalberto Leandro. Rheological analysis of asphalt binders modified with Elvaloy® terpolymer and polyphosphoric acid on the multiple stress creep and recovery test. Materials and Structures, v. 48, n. 5, p. 1405-1416, 2015Tradução . . Disponível em: https://doi.org/10.1617/s11527-013-0242-y. Acesso em: 19 abr. 2024.
APA
Domingos, M. D. I., & Faxina, A. L. (2015). Rheological analysis of asphalt binders modified with Elvaloy® terpolymer and polyphosphoric acid on the multiple stress creep and recovery test. Materials and Structures, 48( 5), 1405-1416. doi:10.1617/s11527-013-0242-y
NLM
Domingos MDI, Faxina AL. Rheological analysis of asphalt binders modified with Elvaloy® terpolymer and polyphosphoric acid on the multiple stress creep and recovery test [Internet]. Materials and Structures. 2015 ; 48( 5): 1405-1416.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-013-0242-y
Vancouver
Domingos MDI, Faxina AL. Rheological analysis of asphalt binders modified with Elvaloy® terpolymer and polyphosphoric acid on the multiple stress creep and recovery test [Internet]. Materials and Structures. 2015 ; 48( 5): 1405-1416.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-013-0242-y
Artigo de periodico
Rapid method for measuring the water absorption of recycled aggregates (2016)
Damineli, Bruno Luís; Quattrone, Marco; Angulo, Sérgio Cirelli ; Taqueda, Maria Elena Santos ; John, Vanderley Moacyr
Source: Materials and Structures. Unidades: IAU, EP
Subjects: DEMOLIÇÃO, RESÍDUOS DE CONSTRUÇÃO, ENTULHO RECICLADO, CONCRETO
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ABNT
DAMINELI, Bruno Luís et al. Rapid method for measuring the water absorption of recycled aggregates. Materials and Structures, v. 49, n. 10, p. 4069-4084, 2016Tradução . . Disponível em: https://doi.org/10.1617/s11527-015-0773-5. Acesso em: 19 abr. 2024.
APA
Damineli, B. L., Quattrone, M., Angulo, S. C., Taqueda, M. E. S., & John, V. M. (2016). Rapid method for measuring the water absorption of recycled aggregates. Materials and Structures, 49( 10), 4069-4084. doi:10.1617/s11527-015-0773-5
NLM
Damineli BL, Quattrone M, Angulo SC, Taqueda MES, John VM. Rapid method for measuring the water absorption of recycled aggregates [Internet]. Materials and Structures. 2016 ; 49( 10): 4069-4084.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-015-0773-5
Vancouver
Damineli BL, Quattrone M, Angulo SC, Taqueda MES, John VM. Rapid method for measuring the water absorption of recycled aggregates [Internet]. Materials and Structures. 2016 ; 49( 10): 4069-4084.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-015-0773-5
Artigo de periodico
Preloaded RC columns strengthened with high-strength concrete jackets under uniaxial compression (2008)
Takeuti, Adilson Roberto; Hanai, João Bento de; Mirmiran, Amir
Source: Materials and Structures. Unidade: EESC
Subjects: CONCRETO DE ALTA RESISTÊNCIA, COLUNAS, REFORÇO DE FUNDAÇÕES
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ABNT
TAKEUTI, Adilson Roberto e HANAI, João Bento de e MIRMIRAN, Amir. Preloaded RC columns strengthened with high-strength concrete jackets under uniaxial compression. Materials and Structures, v. 41, n. 7, p. 1251-1262, 2008Tradução . . Disponível em: https://doi.org/10.1617/s11527-007-9323-0. Acesso em: 19 abr. 2024.
APA
Takeuti, A. R., Hanai, J. B. de, & Mirmiran, A. (2008). Preloaded RC columns strengthened with high-strength concrete jackets under uniaxial compression. Materials and Structures, 41( 7), 1251-1262. doi:10.1617/s11527-007-9323-0
NLM
Takeuti AR, Hanai JB de, Mirmiran A. Preloaded RC columns strengthened with high-strength concrete jackets under uniaxial compression [Internet]. Materials and Structures. 2008 ; 41( 7): 1251-1262.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-007-9323-0
Vancouver
Takeuti AR, Hanai JB de, Mirmiran A. Preloaded RC columns strengthened with high-strength concrete jackets under uniaxial compression [Internet]. Materials and Structures. 2008 ; 41( 7): 1251-1262.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-007-9323-0
Artigo de periodico
On the compressive strength prediction for concrete masonry prisms (2010)
Barbosa, Claudius de Sousa; Lourenço, Paulo Barbosa; Hanai, João Bento de
Source: Materials and Structures. Unidade: EESC
Subjects: IMPERFEIÇÕES E FALHAS DOS MATERIAIS, ALVENARIA ESTRUTURAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BARBOSA, Claudius de Sousa e LOURENÇO, Paulo Barbosa e HANAI, João Bento de. On the compressive strength prediction for concrete masonry prisms. Materials and Structures, v. 43, n. 3, p. 331-344, 2010Tradução . . Disponível em: https://doi.org/10.1617/s11527-009-9492-0. Acesso em: 19 abr. 2024.
APA
Barbosa, C. de S., Lourenço, P. B., & Hanai, J. B. de. (2010). On the compressive strength prediction for concrete masonry prisms. Materials and Structures, 43( 3), 331-344. doi:10.1617/s11527-009-9492-0
NLM
Barbosa C de S, Lourenço PB, Hanai JB de. On the compressive strength prediction for concrete masonry prisms [Internet]. Materials and Structures. 2010 ; 43( 3): 331-344.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-009-9492-0
Vancouver
Barbosa C de S, Lourenço PB, Hanai JB de. On the compressive strength prediction for concrete masonry prisms [Internet]. Materials and Structures. 2010 ; 43( 3): 331-344.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-009-9492-0
Artigo de periodico
On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete (2010)
Angulo, Sérgio Cirelli ; Carrijo, Priscila Meireles; Figueiredo, Antonio Domingues de ; Chaves, Arthur Pinto
Source: Materials and Structures. Unidade: EP
Subjects: MATERIAIS DE CONSTRUÇÃO (CLASSIFICAÇÃO), AGREGADOS (RECICLAGEM), CONCRETO (COMPORTAMENTO ESTRUTURAL)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ANGULO, Sérgio Cirelli et al. On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete. Materials and Structures, v. 43, n. 4, p. 519-528, 2010Tradução . . Disponível em: https://doi.org/10.1617/s11527-009-9508-9. Acesso em: 19 abr. 2024.
APA
Angulo, S. C., Carrijo, P. M., Figueiredo, A. D. de, & Chaves, A. P. (2010). On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete. Materials and Structures, 43( 4), 519-528. doi:10.1617/s11527-009-9508-9
NLM
Angulo SC, Carrijo PM, Figueiredo AD de, Chaves AP. On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete [Internet]. Materials and Structures. 2010 ;43( 4): 519-528.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-009-9508-9
Vancouver
Angulo SC, Carrijo PM, Figueiredo AD de, Chaves AP. On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete [Internet]. Materials and Structures. 2010 ;43( 4): 519-528.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-009-9508-9
Artigo de periodico
Mould and phototroph growth on masonry façades after repainting (2004)
Shirakawa, Márcia Aiko ; John, Vanderley Moacyr ; Gaylarde, Christine Claire ; Gaylarde, P.; Gambale, Walderez
Source: Materials and Structures. Unidade: ICB
Assunto: MICROBIOLOGIA
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ABNT
SHIRAKAWA, Márcia Aiko et al. Mould and phototroph growth on masonry façades after repainting. Materials and Structures, v. 37, p. 472-479, 2004Tradução . . Disponível em: https://doi.org/10.1007/bf02481584. Acesso em: 19 abr. 2024.
APA
Shirakawa, M. A., John, V. M., Gaylarde, C. C., Gaylarde, P., & Gambale, W. (2004). Mould and phototroph growth on masonry façades after repainting. Materials and Structures, 37, 472-479. doi:10.1007/bf02481584
NLM
Shirakawa MA, John VM, Gaylarde CC, Gaylarde P, Gambale W. Mould and phototroph growth on masonry façades after repainting [Internet]. Materials and Structures. 2004 ; 37 472-479.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02481584
Vancouver
Shirakawa MA, John VM, Gaylarde CC, Gaylarde P, Gambale W. Mould and phototroph growth on masonry façades after repainting [Internet]. Materials and Structures. 2004 ; 37 472-479.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02481584
Artigo de periodico
Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation (2016)
Bessa, Iuri Sidney ; Aranha, Ana Luisa; Vasconcelos, Kamilla ; Silva, Amanda Helena Marcandali da; Bernucci, Liedi Légi Bariani
Source: Materials and Structures. Unidade: EP
Subjects: PAVIMENTAÇÃO ASFÁLTICA, CIMENTO PORTLAND, INFRAESTRUTURA DE TRANSPORTES
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BESSA, Iuri Sidney et al. Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation. Materials and Structures, v. 49, n. 7, p. 2669–2680, 2016Tradução . . Disponível em: https://doi.org/10.1617/s11527-015-0675-6. Acesso em: 19 abr. 2024.
APA
Bessa, I. S., Aranha, A. L., Vasconcelos, K., Silva, A. H. M. da, & Bernucci, L. L. B. (2016). Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation. Materials and Structures, 49( 7), 2669–2680. doi:10.1617/s11527-015-0675-6
NLM
Bessa IS, Aranha AL, Vasconcelos K, Silva AHM da, Bernucci LLB. Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation [Internet]. Materials and Structures. 2016 ; 49( 7): 2669–2680.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-015-0675-6
Vancouver
Bessa IS, Aranha AL, Vasconcelos K, Silva AHM da, Bernucci LLB. Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation [Internet]. Materials and Structures. 2016 ; 49( 7): 2669–2680.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-015-0675-6
Artigo de periodico
Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation (2011)
Fiorelli, Juliano; Dias, Antonio Alves
Source: Materials and Structures. Unidades: FZEA, EESC
Subjects: VIGAS DE REFORÇO, POLÍMEROS (MATERIAIS)
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ABNT
FIORELLI, Juliano e DIAS, Antonio Alves. Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation. Materials and Structures, v. 44, n. 8, p. 1431-1440, 2011Tradução . . Disponível em: https://doi.org/10.1617/s11527-011-9708-y. Acesso em: 19 abr. 2024.
APA
Fiorelli, J., & Dias, A. A. (2011). Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation. Materials and Structures, 44( 8), 1431-1440. doi:10.1617/s11527-011-9708-y
NLM
Fiorelli J, Dias AA. Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation [Internet]. Materials and Structures. 2011 ; 44( 8): 1431-1440.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-011-9708-y
Vancouver
Fiorelli J, Dias AA. Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation [Internet]. Materials and Structures. 2011 ; 44( 8): 1431-1440.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-011-9708-y
Artigo de periodico
Evaluation of accelerated carbonation curing in cementbonded balsa particleboard (2018)
Cabral, Matheus Roberto; Nakanishi, Erika Yukari; Santos, Valdemir dos; Gauss, Christian; Santos, Sérgio Francisco dos; Fiorelli, Juliano
Source: Materials and Structures. Unidade: FZEA
Subjects: MADEIRA, CIMENTO PORTLAND, CIMENTO REFORÇADO COM FIBRAS, MATERIAIS COMPÓSITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CABRAL, Matheus Roberto et al. Evaluation of accelerated carbonation curing in cementbonded balsa particleboard. Materials and Structures, v. 51, p. 1-14, 2018Tradução . . Disponível em: https://doi.org/10.1617/s11527-018-1179-y. Acesso em: 19 abr. 2024.
APA
Cabral, M. R., Nakanishi, E. Y., Santos, V. dos, Gauss, C., Santos, S. F. dos, & Fiorelli, J. (2018). Evaluation of accelerated carbonation curing in cementbonded balsa particleboard. Materials and Structures, 51, 1-14. doi:10.1617/s11527-018-1179-y
NLM
Cabral MR, Nakanishi EY, Santos V dos, Gauss C, Santos SF dos, Fiorelli J. Evaluation of accelerated carbonation curing in cementbonded balsa particleboard [Internet]. Materials and Structures. 2018 ; 51 1-14.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-018-1179-y
Vancouver
Cabral MR, Nakanishi EY, Santos V dos, Gauss C, Santos SF dos, Fiorelli J. Evaluation of accelerated carbonation curing in cementbonded balsa particleboard [Internet]. Materials and Structures. 2018 ; 51 1-14.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-018-1179-y
Artigo de periodico
Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete (2008)
Medeiros, Marcelo; Helene, Paulo R. L.
Source: Materials and Structures. Unidade: EP
Subjects: CONCRETO (DURABILIDADE), ÁGUA (REDUÇÃO), ÍONS
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ABNT
MEDEIROS, Marcelo e HELENE, Paulo R. L. Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete. Materials and Structures, v. 41, n. ja 2008, p. 59-71, 2008Tradução . . Disponível em: https://doi.org/10.1617/s11527-006-9218-5. Acesso em: 19 abr. 2024.
APA
Medeiros, M., & Helene, P. R. L. (2008). Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete. Materials and Structures, 41( ja 2008), 59-71. doi:10.1617/s11527-006-9218-5
NLM
Medeiros M, Helene PRL. Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete [Internet]. Materials and Structures. 2008 ; 41( ja 2008): 59-71.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-006-9218-5
Vancouver
Medeiros M, Helene PRL. Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete [Internet]. Materials and Structures. 2008 ; 41( ja 2008): 59-71.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-006-9218-5
Artigo de periodico
Durability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scaleDurability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scale (2015)
Gennesseaux, Manuela de Mesquita Lopes; Gabet, Thomas; Bernucci, Liedi Légi Bariani ; Mouillet, Virginie
Source: Materials and Structures. Unidade: EP
Assunto: ASFALTO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GENNESSEAUX, Manuela de Mesquita Lopes et al. Durability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scaleDurability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scale. Materials and Structures, v. 48, n. 12, p. 3937–3948, 2015Tradução . . Disponível em: https://doi.org/10.1617/s11527-014-0454-9. Acesso em: 19 abr. 2024.
APA
Gennesseaux, M. de M. L., Gabet, T., Bernucci, L. L. B., & Mouillet, V. (2015). Durability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scaleDurability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scale. Materials and Structures, 48( 12), 3937–3948. doi:10.1617/s11527-014-0454-9
NLM
Gennesseaux M de ML, Gabet T, Bernucci LLB, Mouillet V. Durability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scaleDurability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scale [Internet]. Materials and Structures. 2015 ; 48( 12): 3937–3948.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-014-0454-9
Vancouver
Gennesseaux M de ML, Gabet T, Bernucci LLB, Mouillet V. Durability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scaleDurability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scale [Internet]. Materials and Structures. 2015 ; 48( 12): 3937–3948.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-014-0454-9
Artigo de periodico
Different ageing conditions on cementitious roofing tiles reinforced with alternative vegetable and synthetic fibres (2014)
Teixeira, Ronaldo Soares; Tonoli, Gustavo Henrique Denzin; Santos, Sérgio Francisco dos; Savastano Júnior, Holmer; Protásio, T. P.; Toro, E. F.; Maldonado, J.; Lahr, Francisco Antonio Rocco; Delvasto, S.
Source: Materials and Structures. Unidades: FZEA, EESC
Subjects: SISAL, POLPA, CIMENTO PORTLAND, POLÍMEROS (MATERIAIS)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TEIXEIRA, Ronaldo Soares et al. Different ageing conditions on cementitious roofing tiles reinforced with alternative vegetable and synthetic fibres. Materials and Structures, v. 47, n. 3, p. 433-446, 2014Tradução . . Disponível em: https://doi.org/10.1617/s11527-013-0070-0. Acesso em: 19 abr. 2024.
APA
Teixeira, R. S., Tonoli, G. H. D., Santos, S. F. dos, Savastano Júnior, H., Protásio, T. P., Toro, E. F., et al. (2014). Different ageing conditions on cementitious roofing tiles reinforced with alternative vegetable and synthetic fibres. Materials and Structures, 47( 3), 433-446. doi:10.1617/s11527-013-0070-0
NLM
Teixeira RS, Tonoli GHD, Santos SF dos, Savastano Júnior H, Protásio TP, Toro EF, Maldonado J, Lahr FAR, Delvasto S. Different ageing conditions on cementitious roofing tiles reinforced with alternative vegetable and synthetic fibres [Internet]. Materials and Structures. 2014 ; 47( 3): 433-446.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-013-0070-0
Vancouver
Teixeira RS, Tonoli GHD, Santos SF dos, Savastano Júnior H, Protásio TP, Toro EF, Maldonado J, Lahr FAR, Delvasto S. Different ageing conditions on cementitious roofing tiles reinforced with alternative vegetable and synthetic fibres [Internet]. Materials and Structures. 2014 ; 47( 3): 433-446.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-013-0070-0
Artigo de periodico
Concrete protection using acrylic latex paints: effect of the pigment volume content on water permeability (2001)
Uemoto, Kai Loh; Agopyan, Vahan ; Vittorino, F.
Source: Materials and Structures. Unidade: EP
Assunto: MATERIAIS DE CONSTRUÇÃO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
UEMOTO, Kai Loh e AGOPYAN, Vahan e VITTORINO, F. Concrete protection using acrylic latex paints: effect of the pigment volume content on water permeability. Materials and Structures, v. 34, p. 172-177, 2001Tradução . . Disponível em: https://doi.org/10.1007/bf02480508. Acesso em: 19 abr. 2024.
APA
Uemoto, K. L., Agopyan, V., & Vittorino, F. (2001). Concrete protection using acrylic latex paints: effect of the pigment volume content on water permeability. Materials and Structures, 34, 172-177. doi:10.1007/bf02480508
NLM
Uemoto KL, Agopyan V, Vittorino F. Concrete protection using acrylic latex paints: effect of the pigment volume content on water permeability [Internet]. Materials and Structures. 2001 ; 34 172-177.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02480508
Vancouver
Uemoto KL, Agopyan V, Vittorino F. Concrete protection using acrylic latex paints: effect of the pigment volume content on water permeability [Internet]. Materials and Structures. 2001 ; 34 172-177.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02480508
Artigo de periodico
Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete (2008)
Ferreira, Luiz Eduardo Teixeira; Hanai, João Bento de; Bittencourt, Túlio Nogueira
Source: Materials and Structures. Unidades: EESC, EP
Subjects: RESISTÊNCIA DOS MATERIAIS, CONCRETO (PROPRIEDADES)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERREIRA, Luiz Eduardo Teixeira e HANAI, João Bento de e BITTENCOURT, Túlio Nogueira. Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete. Materials and Structures, v. 41, n. 2, p. 391-405, 2008Tradução . . Disponível em: https://doi.org/10.1617/s11527-007-9253-x. Acesso em: 19 abr. 2024.
APA
Ferreira, L. E. T., Hanai, J. B. de, & Bittencourt, T. N. (2008). Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete. Materials and Structures, 41( 2), 391-405. doi:10.1617/s11527-007-9253-x
NLM
Ferreira LET, Hanai JB de, Bittencourt TN. Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete [Internet]. Materials and Structures. 2008 ; 41( 2): 391-405.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-007-9253-x
Vancouver
Ferreira LET, Hanai JB de, Bittencourt TN. Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete [Internet]. Materials and Structures. 2008 ; 41( 2): 391-405.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-007-9253-x
Artigo de periodico
Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests (2008)
Almeida Filho, Fernando Menezes de; El Debs, Mounir Khalil; El Debs, Ana Lúcia Homce de Cresce
Source: Materials and Structures. Unidade: EESC
Subjects: CONCRETO DE ALTA RESISTÊNCIA, VIGAS DE REFORÇO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ALMEIDA FILHO, Fernando Menezes de e EL DEBS, Mounir Khalil e EL DEBS, Ana Lúcia Homce de Cresce. Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests. Materials and Structures, v. 41, n. 6, p. 1073-1089, 2008Tradução . . Disponível em: https://doi.org/10.1617/s11527-007-9307-0. Acesso em: 19 abr. 2024.
APA
Almeida Filho, F. M. de, El Debs, M. K., & El Debs, A. L. H. de C. (2008). Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests. Materials and Structures, 41( 6), 1073-1089. doi:10.1617/s11527-007-9307-0
NLM
Almeida Filho FM de, El Debs MK, El Debs ALH de C. Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests [Internet]. Materials and Structures. 2008 ; 41( 6): 1073-1089.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-007-9307-0
Vancouver
Almeida Filho FM de, El Debs MK, El Debs ALH de C. Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests [Internet]. Materials and Structures. 2008 ; 41( 6): 1073-1089.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1617/s11527-007-9307-0

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