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Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact (2014)

  • Authors:
  • USP affiliated authors: PIMENTA, PAULO DE MATTOS - EP ; MARTINS, CLOVIS DE ARRUDA - EP
  • USP Schools: EP; EP
  • DOI: 10.1007/s00466-013-0897-9
  • Subjects: CABOS DE AMARRAÇÃO; TUBOS FLEXÍVEIS; MÉTODO DOS ELEMENTOS FINITOS; ESTATÍSTICA (ANÁLISE)
  • Language: Inglês
  • Imprenta:
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    Informações sobre o DOI: 10.1007/s00466-013-0897-9 (Fonte: oaDOI API)
    • Este periódico é de assinatura
    • Este artigo NÃO é de acesso aberto
    • Cor do Acesso Aberto: closed
    Versões disponíveis em Acesso Aberto do: 10.1007/s00466-013-0897-9 (Fonte: Unpaywall API)

    Título do periódico: Computational Mechanics

    ISSN: 0178-7675,1432-0924



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    Informações sobre o Citescore
  • Título: Computational Mechanics

    ISSN: 0178-7675

    Citescore - 2017: 3.38

    SJR - 2017: 1.775

    SNIP - 2017: 1.442


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    • ABNT

      GAY NETO, Alfredo; MARTINS, Clóvis de Arruda; PIMENTA, Paulo de Mattos. Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact. Computational Mechanics, Heidelberg, v. 53, p. 125-145, 2014. Disponível em: < http://link.springer.com/article/10.1007%2Fs00466-013-0897-9#page-1 > DOI: 10.1007/s00466-013-0897-9.
    • APA

      Gay Neto, A., Martins, C. de A., & Pimenta, P. de M. (2014). Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact. Computational Mechanics, 53, 125-145. doi:10.1007/s00466-013-0897-9
    • NLM

      Gay Neto A, Martins C de A, Pimenta P de M. Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact [Internet]. Computational Mechanics. 2014 ; 53 125-145.Available from: http://link.springer.com/article/10.1007%2Fs00466-013-0897-9#page-1
    • Vancouver

      Gay Neto A, Martins C de A, Pimenta P de M. Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact [Internet]. Computational Mechanics. 2014 ; 53 125-145.Available from: http://link.springer.com/article/10.1007%2Fs00466-013-0897-9#page-1

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