Finite element modeling of flexible pipes under crushing loads (2013)
- Authors:
- USP affiliated authors: MARTINS, CLOVIS DE ARRUDA - EP ; GAY NETO, ALFREDO - EP ; MALTA, EDUARDO RIBEIRO - EP
- Unidade: EP
- DOI: 10.1115/OMAE2013-10307
- Subjects: MÉTODO DOS ELEMENTOS FINITOS; TUBOS FLEXÍVEIS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Source:
- Título: Proceedings
- Conference titles: International Conference on Ocean, Offshore and Arctic Engineering
- Este periódico é de assinatura
- Este artigo NÃO é de acesso aberto
- Cor do Acesso Aberto: closed
-
ABNT
MALTA, Eduardo Ribeiro et al. Finite element modeling of flexible pipes under crushing loads. 2013, Anais.. Nantes: ASME, 2013. Disponível em: https://doi.org/10.1115/OMAE2013-10307. Acesso em: 28 dez. 2025. -
APA
Malta, E. R., Martins, C. de A., Gonçalves, S. H., & Gay Neto, A. (2013). Finite element modeling of flexible pipes under crushing loads. In Proceedings. Nantes: ASME. doi:10.1115/OMAE2013-10307 -
NLM
Malta ER, Martins C de A, Gonçalves SH, Gay Neto A. Finite element modeling of flexible pipes under crushing loads [Internet]. Proceedings. 2013 ;[citado 2025 dez. 28 ] Available from: https://doi.org/10.1115/OMAE2013-10307 -
Vancouver
Malta ER, Martins C de A, Gonçalves SH, Gay Neto A. Finite element modeling of flexible pipes under crushing loads [Internet]. Proceedings. 2013 ;[citado 2025 dez. 28 ] Available from: https://doi.org/10.1115/OMAE2013-10307 - Simplified finite element models to study the wet collapse of strainght and curved flexible pipes
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- Crush behavior of multilayered pipes: study of pipe integrity and kinematic assumptions
- Finite element analysis of flexible pipes under axial compression: influence of the sample length
- Structural stability of flexible lines in catenary configuration under torsion
- A comparative buckling study for the carcass layer of flexible pipes
- A comparative wet collapse buckling study for the carcass layer of flexible pipes
- Finite element analysis of umbilical cables anchoring systems
Informações sobre o DOI: 10.1115/OMAE2013-10307 (Fonte: oaDOI API)
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