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  • Source: Proceedings: ICF-13. Conference titles: International Conference on Fracture. Unidade: EP

    Subjects: MECÂNICA DA FRATURA, TUBOS FLEXÍVEIS, FADIGA DOS MATERIAIS

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    • ABNT

      RUGGIERI, Claudio e MATHIAS, Leonardo Luiz Siqueira. Effects of specimen geometry and mode loading on crack growth resistance curves of X80 pipeline girth welds. 2013, Anais.. Beijing: The Chinese Society of Theoretical and Applied Mechanics, 2013. Disponível em: https://repositorio.usp.br/directbitstream/f1807895-f1de-4be9-bb44-7fa7d6af0f03/Ruggieri-2013-Effects%20of%20speciment%20geometry%20and%20mode%20ok.PDF. Acesso em: 02 dez. 2025.
    • APA

      Ruggieri, C., & Mathias, L. L. S. (2013). Effects of specimen geometry and mode loading on crack growth resistance curves of X80 pipeline girth welds. In Proceedings: ICF-13. Beijing: The Chinese Society of Theoretical and Applied Mechanics. Recuperado de https://repositorio.usp.br/directbitstream/f1807895-f1de-4be9-bb44-7fa7d6af0f03/Ruggieri-2013-Effects%20of%20speciment%20geometry%20and%20mode%20ok.PDF
    • NLM

      Ruggieri C, Mathias LLS. Effects of specimen geometry and mode loading on crack growth resistance curves of X80 pipeline girth welds [Internet]. Proceedings: ICF-13. 2013 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/f1807895-f1de-4be9-bb44-7fa7d6af0f03/Ruggieri-2013-Effects%20of%20speciment%20geometry%20and%20mode%20ok.PDF
    • Vancouver

      Ruggieri C, Mathias LLS. Effects of specimen geometry and mode loading on crack growth resistance curves of X80 pipeline girth welds [Internet]. Proceedings: ICF-13. 2013 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/f1807895-f1de-4be9-bb44-7fa7d6af0f03/Ruggieri-2013-Effects%20of%20speciment%20geometry%20and%20mode%20ok.PDF
  • Source: Earthquakes and Acoustic Emission : Selected Papers. Conference titles: International Conference on Fracture. Unidade: EP

    Subjects: MECÂNICA DA FRATURA, RESISTÊNCIA DOS MATERIAIS, RUPTURA DOS MATERIAIS, DUTOS, SISTEMAS NUMÉRICOS

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    • ABNT

      DOTTA, Fernando e RUGGIERI, Claudio. A micromechanics methodology for defect assessments in pipelines. 2007, Anais.. Hoboken: Taylor & Francis, 2007. Disponível em: https://repositorio.usp.br/directbitstream/4e7165bf-f140-4e0e-b160-c9f6af3e7065/Ruggieri-2007-A%20micromechanics%20methodology%20for%20defect%20assessments%20in%20pipelines.pdf. Acesso em: 02 dez. 2025.
    • APA

      Dotta, F., & Ruggieri, C. (2007). A micromechanics methodology for defect assessments in pipelines. In Earthquakes and Acoustic Emission : Selected Papers. Hoboken: Taylor & Francis. Recuperado de https://repositorio.usp.br/directbitstream/4e7165bf-f140-4e0e-b160-c9f6af3e7065/Ruggieri-2007-A%20micromechanics%20methodology%20for%20defect%20assessments%20in%20pipelines.pdf
    • NLM

      Dotta F, Ruggieri C. A micromechanics methodology for defect assessments in pipelines [Internet]. Earthquakes and Acoustic Emission : Selected Papers. 2007 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/4e7165bf-f140-4e0e-b160-c9f6af3e7065/Ruggieri-2007-A%20micromechanics%20methodology%20for%20defect%20assessments%20in%20pipelines.pdf
    • Vancouver

      Dotta F, Ruggieri C. A micromechanics methodology for defect assessments in pipelines [Internet]. Earthquakes and Acoustic Emission : Selected Papers. 2007 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/4e7165bf-f140-4e0e-b160-c9f6af3e7065/Ruggieri-2007-A%20micromechanics%20methodology%20for%20defect%20assessments%20in%20pipelines.pdf
  • Source: Earthquakes and Acoustic Emission : Selected Papers. Conference titles: International Conference on Fracture. Unidade: EP

    Subjects: MECÂNICA DA FRATURA, RESISTÊNCIA DOS MATERIAIS, RUPTURA DOS MATERIAIS, DUTOS, SISTEMAS NUMÉRICOS

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    • ABNT

      CRAVERO, Sebastian e RUGGIERI, Claudio. A constraint based approach to correlate fracture behavior in test specimens and cracked pipeline. 2005, Anais.. Hoboken: Taylor & Francis, 2005. Disponível em: https://pdfs.semanticscholar.org/6651/47659c501f48d3b2eef5d529d44063659c74.pdf. Acesso em: 02 dez. 2025.
    • APA

      Cravero, S., & Ruggieri, C. (2005). A constraint based approach to correlate fracture behavior in test specimens and cracked pipeline. In Earthquakes and Acoustic Emission : Selected Papers. Hoboken: Taylor & Francis. Recuperado de https://pdfs.semanticscholar.org/6651/47659c501f48d3b2eef5d529d44063659c74.pdf
    • NLM

      Cravero S, Ruggieri C. A constraint based approach to correlate fracture behavior in test specimens and cracked pipeline [Internet]. Earthquakes and Acoustic Emission : Selected Papers. 2005 ;[citado 2025 dez. 02 ] Available from: https://pdfs.semanticscholar.org/6651/47659c501f48d3b2eef5d529d44063659c74.pdf
    • Vancouver

      Cravero S, Ruggieri C. A constraint based approach to correlate fracture behavior in test specimens and cracked pipeline [Internet]. Earthquakes and Acoustic Emission : Selected Papers. 2005 ;[citado 2025 dez. 02 ] Available from: https://pdfs.semanticscholar.org/6651/47659c501f48d3b2eef5d529d44063659c74.pdf
  • Conference titles: International Conference on Fracture. Unidade: EESC

    Subjects: ALVENARIA ESTRUTURAL, ARGAMASSA, ANÁLISE NÃO LINEAR DE ESTRUTURAS

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    • ABNT

      RAMALHO, Marcio Antonio et al. A numerical model for multi-leaf stone masonry. 2005, Anais.. Turin: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2005. . Acesso em: 02 dez. 2025.
    • APA

      Ramalho, M. A., Papa, E., Taliercio, A., & Binda, L. (2005). A numerical model for multi-leaf stone masonry. In . Turin: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Ramalho MA, Papa E, Taliercio A, Binda L. A numerical model for multi-leaf stone masonry. 2005 ;[citado 2025 dez. 02 ]
    • Vancouver

      Ramalho MA, Papa E, Taliercio A, Binda L. A numerical model for multi-leaf stone masonry. 2005 ;[citado 2025 dez. 02 ]
  • Conference titles: International Conference on Fracture. Unidade: EESC

    Subjects: FADIGA DOS MATERIAIS, AÇO DE ALTA RESISTÊNCIA

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    • ABNT

      RUY, Marcos César et al. The effect of warm shot peening on the fatigue performance of a SAE 5160 spring steel. 2005, Anais.. Turin: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2005. . Acesso em: 02 dez. 2025.
    • APA

      Ruy, M. C., Tarpani, J. R., Milan, M. T., Spinelli, D., & Bose Filho, W. W. (2005). The effect of warm shot peening on the fatigue performance of a SAE 5160 spring steel. In . Turin: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Ruy MC, Tarpani JR, Milan MT, Spinelli D, Bose Filho WW. The effect of warm shot peening on the fatigue performance of a SAE 5160 spring steel. 2005 ;[citado 2025 dez. 02 ]
    • Vancouver

      Ruy MC, Tarpani JR, Milan MT, Spinelli D, Bose Filho WW. The effect of warm shot peening on the fatigue performance of a SAE 5160 spring steel. 2005 ;[citado 2025 dez. 02 ]
  • Source: Earthquakes and Acoustic Emission : Selected Papers. Conference titles: International Conference on Fracture. Unidade: EP

    Subjects: MECÂNICA DA FRATURA, RESISTÊNCIA DOS MATERIAIS, RUPTURA DOS MATERIAIS, DUTOS

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    • ABNT

      RUGGIERI, Claudio. A micromechanics appoach to quantify strenght mismatch effects on fracture behaviour of interface cracks. 2005, Anais.. Hoboken: Taylor & Francis, 2005. Disponível em: https://repositorio.usp.br/directbitstream/de78d369-c1ea-430c-b482-8f1464d5210d/Ruggieri-2005-A%20MICROMECHANICS%20APPROACH%20TO%20QUANTIFY%20ok.pdf. Acesso em: 02 dez. 2025.
    • APA

      Ruggieri, C. (2005). A micromechanics appoach to quantify strenght mismatch effects on fracture behaviour of interface cracks. In Earthquakes and Acoustic Emission : Selected Papers. Hoboken: Taylor & Francis. Recuperado de https://repositorio.usp.br/directbitstream/de78d369-c1ea-430c-b482-8f1464d5210d/Ruggieri-2005-A%20MICROMECHANICS%20APPROACH%20TO%20QUANTIFY%20ok.pdf
    • NLM

      Ruggieri C. A micromechanics appoach to quantify strenght mismatch effects on fracture behaviour of interface cracks [Internet]. Earthquakes and Acoustic Emission : Selected Papers. 2005 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/de78d369-c1ea-430c-b482-8f1464d5210d/Ruggieri-2005-A%20MICROMECHANICS%20APPROACH%20TO%20QUANTIFY%20ok.pdf
    • Vancouver

      Ruggieri C. A micromechanics appoach to quantify strenght mismatch effects on fracture behaviour of interface cracks [Internet]. Earthquakes and Acoustic Emission : Selected Papers. 2005 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/de78d369-c1ea-430c-b482-8f1464d5210d/Ruggieri-2005-A%20MICROMECHANICS%20APPROACH%20TO%20QUANTIFY%20ok.pdf
  • Source: Program overview and registration information. Conference titles: International Conference on Fracture. Unidade: EESC

    Assunto: DUCTILIDADE

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    • ABNT

      TARPANI, José Ricardo et al. Alternative methods for deriving and fitting J-R curves: how they affect structural integrity assessment. 2001, Anais.. Oxford: Elsevier, 2001. . Acesso em: 02 dez. 2025.
    • APA

      Tarpani, J. R., Colafemea, Â. A., Bose Filho, W. W., & Spinelli, D. (2001). Alternative methods for deriving and fitting J-R curves: how they affect structural integrity assessment. In Program overview and registration information. Oxford: Elsevier.
    • NLM

      Tarpani JR, Colafemea ÂA, Bose Filho WW, Spinelli D. Alternative methods for deriving and fitting J-R curves: how they affect structural integrity assessment. Program overview and registration information. 2001 ;[citado 2025 dez. 02 ]
    • Vancouver

      Tarpani JR, Colafemea ÂA, Bose Filho WW, Spinelli D. Alternative methods for deriving and fitting J-R curves: how they affect structural integrity assessment. Program overview and registration information. 2001 ;[citado 2025 dez. 02 ]
  • Conference titles: International Conference on Fracture. Unidade: EP

    Subjects: CONSTRUÇÃO CIVIL, CONCRETO, MECÂNICA DA FRATURA

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      BORGES, José Umberto Arnaud et al. Minimum reiforcement in concrete beams: fracture mechanics approaches versus current codes recommendations. 2001, Anais.. Onolulu: Elsevier, 2001. Disponível em: https://repositorio.usp.br/directbitstream/61a6a1f2-5d46-4e0f-a8a1-ab60fa81a7cc/Bittencourt-2001-minimum.pdf. Acesso em: 02 dez. 2025.
    • APA

      Borges, J. U. A., Bittencourt, T. N., Souza, R. A., & Sousa, J. L. A. de O. e. (2001). Minimum reiforcement in concrete beams: fracture mechanics approaches versus current codes recommendations. In . Onolulu: Elsevier. Recuperado de https://repositorio.usp.br/directbitstream/61a6a1f2-5d46-4e0f-a8a1-ab60fa81a7cc/Bittencourt-2001-minimum.pdf
    • NLM

      Borges JUA, Bittencourt TN, Souza RA, Sousa JLA de O e. Minimum reiforcement in concrete beams: fracture mechanics approaches versus current codes recommendations [Internet]. 2001 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/61a6a1f2-5d46-4e0f-a8a1-ab60fa81a7cc/Bittencourt-2001-minimum.pdf
    • Vancouver

      Borges JUA, Bittencourt TN, Souza RA, Sousa JLA de O e. Minimum reiforcement in concrete beams: fracture mechanics approaches versus current codes recommendations [Internet]. 2001 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/61a6a1f2-5d46-4e0f-a8a1-ab60fa81a7cc/Bittencourt-2001-minimum.pdf
  • Conference titles: International Conference on Fracture. Unidade: EP

    Subjects: CONSTRUÇÃO CIVIL, CONCRETO

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      WANG, Tai Kang e MIER, J. G. M. van e BITTENCOURT, Túlio Nogueira. Statistical study of fracture in concrete. 2001, Anais.. Onolulu: Elsevier, 2001. Disponível em: https://repositorio.usp.br/directbitstream/bdc38273-e87e-4d03-851e-bff2dd919299/Bittencourt-2001-statistical.pdf. Acesso em: 02 dez. 2025.
    • APA

      Wang, T. K., Mier, J. G. M. van, & Bittencourt, T. N. (2001). Statistical study of fracture in concrete. In . Onolulu: Elsevier. Recuperado de https://repositorio.usp.br/directbitstream/bdc38273-e87e-4d03-851e-bff2dd919299/Bittencourt-2001-statistical.pdf
    • NLM

      Wang TK, Mier JGM van, Bittencourt TN. Statistical study of fracture in concrete [Internet]. 2001 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/bdc38273-e87e-4d03-851e-bff2dd919299/Bittencourt-2001-statistical.pdf
    • Vancouver

      Wang TK, Mier JGM van, Bittencourt TN. Statistical study of fracture in concrete [Internet]. 2001 ;[citado 2025 dez. 02 ] Available from: https://repositorio.usp.br/directbitstream/bdc38273-e87e-4d03-851e-bff2dd919299/Bittencourt-2001-statistical.pdf
  • Source: Proceedings. Conference titles: International Conference on Fracture. Unidade: EESC

    Assunto: MECÂNICA DA FRATURA

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    • ABNT

      TARPANI, José Ricardo e SPINELLI, D. Analytical pwr vessel integrity assessment by tearing instability theory. 1997, Anais.. Amsterdam: Pergamon, 1997. . Acesso em: 02 dez. 2025.
    • APA

      Tarpani, J. R., & Spinelli, D. (1997). Analytical pwr vessel integrity assessment by tearing instability theory. In Proceedings. Amsterdam: Pergamon.
    • NLM

      Tarpani JR, Spinelli D. Analytical pwr vessel integrity assessment by tearing instability theory. Proceedings. 1997 ;[citado 2025 dez. 02 ]
    • Vancouver

      Tarpani JR, Spinelli D. Analytical pwr vessel integrity assessment by tearing instability theory. Proceedings. 1997 ;[citado 2025 dez. 02 ]

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