Izvorni znanstveni članak
https://doi.org/10.21278/brod67205
FSI ANALYSIS OF SUBMARINE OUTFALL
Engin GÜCÜYEN
; Department of Civil Eng., Faculty of Engineering, University of Celal Bayar, Manisa, TURKEY
R. Tuğrul ERDEM
; Department of Civil Eng., Faculty of Engineering, University of Celal Bayar, Manisa, TURKEY
Ümit GÖKKUŞ
; Department of Civil Eng., Faculty of Engineering, University of Celal Bayar, Manisa, TURKEY
Sažetak
In the scope of this study, main pipe of the diffuser, risers, ports, internal and external environments forming the discharge system which is used in application are modelled by Finite Elements Analysis (FEA) program to obtain discharge and structural behaviour. The last two spans of the system (20 m) and four ports on these spans are investigated. While the diameter and geometry of the risers and ports remain constant, the diffuser pipe is modelled in three different ways. These are constant sectioned (Model 1), contracting with sharp edge entrance sectioned (Model 2) and gradually contracting sectioned (Model 3) respectively. Among them, only Model 1 is treated as Single Degree of Freedom (SDOF) system and it is simulated by FEA to verify FEA solver in the first place. After structural suitability is confirmed, rest of the models are analysed to determine reaction forces and stresses. The discharge is performed as unsteady external flow as well as steady external flow assumption which is widely used in external flow model in the literature. The discharge analyses are performed in two different ways to verify FEA program. Iterative method is accompanying to FEA program. As a result of this study, proper model for structural and discharge behaviour and external flow effects on discharge velocities are obtained.
Ključne riječi
submarine outfall; external flow; internal flow; fluid structure interaction; Finite Elements Analysis
Hrčak ID:
159840
URI
Datum izdavanja:
30.6.2016.
Posjeta: 1.996 *