FSI ANALYSIS OF SUBMARINE OUTFALL
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...
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| Format: | Article |
| Language: | English |
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Faculty of Mechanical Engineering and Naval Architecture
2016-06-01
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| Series: | Brodogradnja |
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| Online Access: | http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=235722&lang=en |
| _version_ | 1818898293941338112 |
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| author | Engin GÜCÜYEN R. Tuğrul ERDEM Ümit GÖKKUŞ |
| author_facet | Engin GÜCÜYEN R. Tuğrul ERDEM Ümit GÖKKUŞ |
| author_sort | Engin GÜCÜYEN |
| collection | DOAJ |
| description | 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. |
| first_indexed | 2024-12-19T19:29:47Z |
| format | Article |
| id | doaj.art-72fede9d4a3640bca25eed552f98865f |
| institution | Directory Open Access Journal |
| issn | 0007-215X 1845-5859 |
| language | English |
| last_indexed | 2024-12-19T19:29:47Z |
| publishDate | 2016-06-01 |
| publisher | Faculty of Mechanical Engineering and Naval Architecture |
| record_format | Article |
| series | Brodogradnja |
| spelling | doaj.art-72fede9d4a3640bca25eed552f98865f2022-12-21T20:08:39ZengFaculty of Mechanical Engineering and Naval ArchitectureBrodogradnja0007-215X1845-58592016-06-01672678010.21278/brod67205FSI ANALYSIS OF SUBMARINE OUTFALLEngin GÜCÜYEN0R. Tuğrul ERDEM1Ümit GÖKKUŞ2Department of Civil Eng., Faculty of Engineering, University of Celal Bayar, Manisa, TURKEY Department of Civil Eng., Faculty of Engineering, University of Celal Bayar, Manisa, TURKEY Department of Civil Eng., Faculty of Engineering, University of Celal Bayar, Manisa, TURKEY 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.http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=235722&lang=ensubmarine outfallexternal flowinternal flowfluid structure interactionFinite Elements Analysis |
| spellingShingle | Engin GÜCÜYEN R. Tuğrul ERDEM Ümit GÖKKUŞ FSI ANALYSIS OF SUBMARINE OUTFALL Brodogradnja submarine outfall external flow internal flow fluid structure interaction Finite Elements Analysis |
| title | FSI ANALYSIS OF SUBMARINE OUTFALL |
| title_full | FSI ANALYSIS OF SUBMARINE OUTFALL |
| title_fullStr | FSI ANALYSIS OF SUBMARINE OUTFALL |
| title_full_unstemmed | FSI ANALYSIS OF SUBMARINE OUTFALL |
| title_short | FSI ANALYSIS OF SUBMARINE OUTFALL |
| title_sort | fsi analysis of submarine outfall |
| topic | submarine outfall external flow internal flow fluid structure interaction Finite Elements Analysis |
| url | http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=235722&lang=en |
| work_keys_str_mv | AT engingucuyen fsianalysisofsubmarineoutfall AT rtugrulerdem fsianalysisofsubmarineoutfall AT umitgokkus fsianalysisofsubmarineoutfall |