Deniz Boru Hattı Dinamik Davranışının Sonlu Elemanlar Yöntemi İle Analizi
Öz
Anahtar Kelimeler
Kaynakça
- [1] Sarpkaya, T., Rajabi, F. 1980. Hydrodynamic drag on bottom-mounted smooth and rough cylinders in periodic flow. In Offshore Technology Conference. Offshore Technology Conference.
- [2] Lundgren, H., Mathiesen, B., Gravesen, H. 1976. Wave loads on pipelines on the seafloor. In Proc., 1st Int. Conf. on Behaviour of Offshore Struct.(BOSS 76) (Vol. 1, pp. 236-247).
- [3] Sumer, B. M., Jensen, B. L., Fredsøe, J. 1991. Effect of a plane boundary on oscillatory flow around a circular cylinder. Journal of Fluid Mechanics, 225, 271-300.
- [4] Ballet, J. P., Hobbs, R. E. 1992. Asymmetric effects of prop imperfections on the upheaval buckling of pipelines. Thin-Walled Structures, 13(5), 355-373.
- [5] Xiaoyun, G., Fuping, G., Qun, P. 2001. Wave-soil-pipe coupling effect on submarine pipeline on-bottom stability. Acta Mechanica Sinica, 17(1), 86-96.
- [6] Ong, M. C., Utnes, T., Holmedal, L. E., Myrhaug, D., Pettersen, B. 2010. Numerical simulation of flow around a circular cylinder close to a flat seabed at high Reynolds numbers using ak–ε model. Coastal Engineering,57(10), 931-947.
- [7] Draper, S., An, H., Cheng, L., White, D. J., Griffiths, T. 2015. Stability of subsea pipelines during large storms. Phil. Trans. R. Soc. A, 373(2033), 20140106.
- [8] Gökkuş, Ü. 1995. Computer-Aided Design of Submarine Pipelines, Water Science Technology, 233-241.
Ayrıntılar
Birincil Dil
Türkçe
Konular
Mühendislik
Bölüm
Araştırma Makalesi
Yayımlanma Tarihi
25 Ağustos 2019
Gönderilme Tarihi
10 Aralık 2018
Kabul Tarihi
27 Mayıs 2019
Yayımlandığı Sayı
Yıl 2019 Cilt: 23 Sayı: 2
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