메뉴 건너뛰기
.. 내서재 .. 알림
소속 기관/학교 인증
인증하면 논문, 학술자료 등을  무료로 열람할 수 있어요.
한국대학교, 누리자동차, 시립도서관 등 나의 기관을 확인해보세요
(국내 대학 90% 이상 구독 중)
로그인 회원가입 고객센터 ENG
주제분류

추천
검색

논문 기본 정보

자료유형
학위논문
저자정보

이승훈 (창원대학교 )

지도교수
송정일
발행연도
2023
저작권
창원대학교 논문은 저작권에 의해 보호받습니다.

이용수0

표지
AI에게 요청하기
추천
검색

이 논문의 연구 히스토리 (3)

초록· 키워드

오류제보하기
A continuous unloader is a facility in which multiple buckets rotate to
excavate cargo such as coal, cement, and iron ore from a ship and
move them to land. The design life is usually more than 20 years, but
fatigue damage may occur earlier than the design life due to defects in
the structure, abnormal overload, and corrosion. This study attempted
to investigate the possibility of additional use by evaluating the
remaining life of continuous unloading machines used for 20 years.
The fatigue load history applied for 20 years was predicted by
measuring the strain at no load and at the time of load in the L
holder that requires periodic replacement. In addition, a high-period
fatigue test was performed on the SM490YB material used in the L
holder to prepare an S-N diagram. The two types of test data were
analyzed using techniques such as Rainflow counting and Miner
cumulative damage laws, and based on this, it was possible to
calculate the remaining life for no cracks. If there is no crack in the L holder as a result of the calculation, it has an infinite life. However, if
the L-holder area is defective, there is a concern that cracks may
advance and fatigue destruction may occur. Therefore, in this study,
the life was predicted by assuming that the initial crack length was
from 5 mm to 200 mm. In order to predict the life of cracks, fracture
toughness test and Fatigue crack propagation test were conducted, and
the test results were reviewed through Ansys structural analysis. The
allowable crack length calculated by applying the values obtained
through the experiment and the actual working load was 119 mm. In
addition, the remaining life was calculated using the pari''s equation.
Assuming various crack lengths in the member, the conversion life for
each detection crack length was shown.At the same time, the
maintenance grade was determined from the unloadable life and
detection crack length, and finally, it was proposed to establish a
maintenance plan for each grade.

목차

Ⅰ. 서 론
1. 연구 배경 및 목적 ·················································································1
2. 연구 동향 ·································································································3
Ⅱ. 이론적 배경
1. Goodman 방정식 ····················································································5
2. Miner 법칙 ································································································6
3. J-적분·········································································································6
4. 임계균열길이·····························································································8
5. 잔존수명 예측 ···························································································8
Ⅲ. 실험
1. 하중이력측정
1) 연속식하역기의 모션 분류····························································10
2) 하중조건····························································································11
3) 운전이력····························································································12
4) 하중측정 장치 및 스트레인게이지··············································13
5) 스트레인게이지 설치······································································14
6) 측정결과····························································································16
2. 인장시험
1) 시험편 및 시험장치········································································18
2) 실험방법····························································································20
3) 실험결과····························································································20
3. 피로시험
1) 시험편 및 시험장치········································································23
2) 실험방법····························································································23
3) 실험결과····························································································24
4. 파괴인성시험
1) 시험편 및 시험장치········································································26
2) 실험방법····························································································26
3) 실험결과····························································································28
5. 피로균열진전시험
1) 시험편 및 시험장치········································································33
2) 실험방법····························································································34
3) 실험결과····························································································35
Ⅳ. 실험결과 분석
1. 연속하역기 하중이력 분석 ·································································39
1) 무부하시 동작별 하중이력 분석··················································39
2) 부하시 하중이력 분석····································································43
3) Rainflow Counting을 이용한 하중이력 분석···························44
2. 피로수명 예측 ·······················································································48
1) Goodman 방정식을 이용한 피로수명 예측·······························48
2) Miner 법칙을 이용한 피로수명 예측 ·········································49
3. 파괴인성시험 파단면 관찰 및 균열진전량 비교 ···························50
4. 유한요소해석에 의한 파괴인성 계산 ···············································52
1) 전처리 ································································································52
2) 후처리 ································································································54
3) 해석결과분석 ····················································································56
5. L-Holder 잔존수명 예측······································································58
1) 초기균열길이에 따른 한계균열길이 에측··································58
2) 검출균열길이에 따른 L-Holder 수명에측·································59
3) 잔존수명 예측결과 기반 검사주기 선정 ································62
Ⅴ. 결론 ··············································································································64
참 고 문 헌 ·······································································································66
ABSTRACT ····································································································72

최근 본 자료

전체보기

댓글(0)

0