PUKYONG

심층수 취수용 해저 라이저의 흐름-구조 연동해석

Metadata Downloads
Abstract
Deep ocean water (DOW) is cold, salty water occupying about 90% of the volume of the Earth's oceans. DOW has a very low temperature, typically from 0 to 3°C, and salinity of about 3.5%(35psu). These properties provide an energy gradient and distinguishing water quality; hence, skillful application of science and engineering can harness the energy and quality for productive uses such as air conditioning. desalination, drinking water, crop irrigation, and ocean thermal energy conversion. Consequently, upwelling and transporting mechanisms have been issued for the massive production and the design, manufacturing, and installation of the subsea risers have been investigated for specific and applications. this study presents one of the investigations which focus on structural responses of subsea risers in water flows. Narrowing but not limiting the subject, various structural members(so-called couplers) making connected-risers are intentionally devised and numerically tested in water flows, using associated general purpose numerical programs. In the process, water fields were constructed with an inlet, outlet, smooth wall, and symmetric boundary conditions and then flow environments and structural responses were subsequently identified. Accordingly the flow environments and structural performances are evaluated in terms of drag coefficients, pressure fields, environments and structural performances are evaluated in terms of drag coefficients, pressure fields, displacements, and equivalent stresses. Finally the principal characteristics (dimensions of structural couplers and shapes) controlling the environments and performances were recognized in the future design practice. It is known that the stability of subsea risers is significant when the risers transport deep ocean water to lands. In marine environment, it is hard to predict or estimate external forces on the risers. Also, the damage occurred by external forces can be severely extended into structural instability; hence, the structural design should be carefully carried out. Especially, the structural members connecting pipes are critically weak against external forces so that in the study we investigated the structural responses of the connecting members in water flows. For the purpose, 3D finite element models were constructed by introducing a connecting method, which adopted adhesive epoxy. And to analyze a flow space, a cube filled with water was formed Finally, considering various water flows the displacements and stresses were obtained and compared.
Author(s)
황하정
Issued Date
2014
Awarded Date
2014. 2
Type
Dissertation
Publisher
부경대학교
URI
https://repository.pknu.ac.kr:8443/handle/2021.oak/1560
http://pknu.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000001966969
Affiliation
대학원
Department
대학원 해양공학과
Advisor
나원배
Table Of Contents
List of Figures


List of Tables


List of Symbols


ABSTRACT



1. 서론

1
1.1 연구 배경 및 동향

1
1.2 연구 목적 및 내용

2

2. 라이저

3
2.1 라이저 이음부

3
2.2 항력계수

5

3. 유한요소 해석

6
3.1 유한요소 해석

6
3.1.1 흐름해석

6
3.1.2 구조해석

8
3.2 모델링

9
3.2.1 유동공간의 설정

9
3.2.2 라이저의 모델링

10
3.3.3 물성치

13
3.3 경계조건

14


4. 유동해석 결과

17
4.1 유동공간 해석

17
4.2 최대 압력


4.2.1 FCR의 커플러 길이 (lc)


4.2.2 FCR의 커플러 두께 (tc)


4.2.3 FCR의 에폭시 두께 (te)


4.2.4 CCR의 커플러 곡률반경(r)


4.3 항력계수


4.3.1 커플러의 유무 및 형상


4.3.2 라이저의 두께 특성비 (ts'/ts)


4.3.3 FCR의 커플러 길이 (lc)


4.3.4 FCR의 커플러 두께 (tc)


4.3.5 FCR의 에폭시 두께 (te)


4.3.6 CCR의 커플러 곡률반경(r)





5. 구조해석 결과

21
5.1 커플러의 유무 및 형상에 따른 거동

21
5.1.1 최대 변위

27
5.1.2 최대 등가응력

29
5.2 라이저의 횡방향 특성비 (ts)

31
5.2.1 최대 변위

32
5.2.2 최대 등가응력

33
5.3 커플러의 길의 길이 (ls)

34
5.3.1 최대 변위

35
5.3.2 최대 등가응력

36

5.4 평면 커플러의 두께 (tc)



38
5.4.1 최대 변위

39
5.4.2 최대 등가응력

40
5.5 평면 커플러의 에폭시 두께 (te)

42
5.5.1 최대 변위

43
5.5.2 최대 등가응력

44
5.6 곡면 커플러의 곡률반경 (r)

46
5.6.1 최대 변위

47
5.6.2 최대 등가응력

48

6. 결론

50

참고문헌

52
Degree
Master
Appears in Collections:
대학원 > 해양공학과
Authorize & License
  • Authorize공개
Files in This Item:

Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.