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Applications of Computational Fluid Dynamics in Violent Water-Impact Problems : 격렬한 수면충격 문제에 대한 전산 유체 역학적용

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dc.contributor.advisor김용환-
dc.contributor.authorZhang Zhu-
dc.date.accessioned2017-07-14T02:40:05Z-
dc.date.available2017-07-14T02:40:05Z-
dc.date.issued2016-08-
dc.identifier.other000000136766-
dc.identifier.urihttps://hdl.handle.net/10371/122762-
dc.description학위논문 (석사)-- 서울대학교 대학원 : 조선해양공학과, 2016. 8. 김용환.-
dc.description.abstractSlosh-induced impact and water-entry impact are two typical cases of violent water-impact that causes highly distorting free-surface and large loads in transient time. Extensive studies have been carried out by experiments and potential theories in the past decades. This thesis has investigated the applications of a commercial computational fluid dynamics (CFD) code, Star-CCM+, in sloshing and water-entry problems.

In sloshing problem, computation efficiency of adaptive mesh models was observed before carrying out parametric sensitivity study. Several mesh models were designed by different refinements around impact region. It has shown that an efficient mesh model with appropriate numerical conditions reduces computation time significantly and produces similar pressure signals and free-surface shapes with experiment.

Then, two-dimensional ship-like sections were studied in water-entry problems. Appropriate overlapping meshes were arranged so that the section can move inside computational domain without losing numerical stability. Moreover, in order to compare with the analytical solutions which have been developed based on high Froude number (Fn) condition, Fn effect was also investigated and CFD computation showed reasonable performance. The CFD analysis has presented reasonable agreement in impact loads and free-surface developments with analytical solutions and experiments

Water-entry study was then extended to a 3-D modified Wigley case. Impact characteristic was found that both maximum body acceleration and maximum impact force are linear proportional to drop height. Moreover, the peak impact force occurs at the same water-entry depth, which is independent of drop height.

These results show that CFD analysis is becoming matured for engineering application nowadays.
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dc.description.tableofcontentsChapter 1 Introduction 1
1.1 Research Motivations 1
1.2 State of the Art 2
1.2.1 Sloshing problem 2
1.2.2 Water-entry problem 3

Chapter 2 Numerical Method 5
2.1 Governing Equations 5
2.2 Numerical Models 6

Chapter 3 Slosh Problem 7
3.1 Computational Model 7
3.2 Parametric Sensitivity Study 9
3.2.1 Solution Grids: Adaptive Meshes 9
3.2.2 Sensitivity to Spatial Discretization 13
3.2.3 Sensitivity to Temporal Discretization 17
3.3 Results and Discussions 20

Chapter 4 2-D Water-Entry Problem of Wedge and Ship-Like Sections 24
4.1 Computational Models 24
4.2 Parametric Sensitivity Study 27
4.2.1 Sensitivity to Mesh Models 27
4.2.2 Sensitivity to Time Step 30
4.2.3 Sensitivity to Grid Size 31
4.3 Results and Discussions 36

Chapter 5 Water-Entry Problem of a 3-D Modified Wigley 49
5.1 Model Introduction 49
5.2 Results and Discussions 52

Chapter 6 Conclusions 55

Bibliography 57

초록 59
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dc.formatapplication/pdf-
dc.format.extent2896823 bytes-
dc.format.mediumapplication/pdf-
dc.language.isoen-
dc.publisher서울대학교 대학원-
dc.subjectCFD-
dc.subjectWater-Impact-
dc.subjectSloshing-
dc.subjectWater-Entry-
dc.subject.ddc623-
dc.titleApplications of Computational Fluid Dynamics in Violent Water-Impact Problems-
dc.title.alternative격렬한 수면충격 문제에 대한 전산 유체 역학적용-
dc.typeThesis-
dc.contributor.AlternativeAuthor주장-
dc.description.degreeMaster-
dc.citation.pages68-
dc.contributor.affiliation공과대학 조선해양공학과-
dc.date.awarded2016-08-
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