심층수 취수용 해저 라이저의 흐름-구조 연동해석
- 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
ⅳ
List of Tables
ⅶ
List of Symbols
ⅷ
ABSTRACT
ⅸ
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
-
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