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학위논문
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김경일 (서울대학교, 서울대학교 대학원)

발행연도
2014
저작권
서울대학교 논문은 저작권에 의해 보호받습니다.

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이 논문의 연구 히스토리 (6)

초록· 키워드

오류제보하기
최근 비교적 에너지자원 확보가 용이했던 육상의 화석연료가 고
갈됨에 따라 이를 확보하기 위한 장소가 육지에서 그 동안 관심을
두지 않았던 극한지로 이동하고 있으며, 극한지 자원확보를 위한 국
가간의 경쟁이 치열하다.
이러한 극한지 에너지자원 개발 시장을 선점하기 위해서는 국내
환경과 상이한 극한지 대상 건설기술 개발이 필수적이다. 극한지 가
스배관의 경우 영하 20℃에서 영상 20℃까지의 온도변화에 따라
국내에서 볼 수 없는 해동침하 등의 새로운 주변 환경의 영향을 많
이 받기 때문에 이에 맞춰 새로운 해석모델개발이 필요하다. 이에
대한 실제 실험을 진행할 경우 엄청난 시간과 비용이 들지만 유한
요소해석법을 활용한다면 배관에 미치는 응력을 빠른 시간에 적은
비용으로 분석할 수 있다.
본 연구에서는 유한요소해석을 활용하여 극한지 가스배관과 외
부환경을 모델링화 시켰으며 극한지의 토양 및 배관의 물성을 적용
하여 이때 발생하는 해동침하에 따른 배관이 받는 응력 및 변위에
대해 알아보고자 한다. 유한요소해석 툴로는 상용 프로그램인
ABAQUS를 사용하였다.

목차

초록 ·················································································································· i
목차 ················································································································· ii
Figure list ································································································· iv
Table list ·································································································· v
1. 서론 ··········································································································· 1
1.1연구의 필요성 ···················································································· 1
1.2 연구의 방향 ······················································································ 3
2. 이론적 배경 ····························································································· 5
2.1 배관에 작용하는 응력 ································································ 5
2.1.1 내압에 의한 응력 ···························································· 5
2.1.2 지반침하에 의한 응력 ···················································· 7
2.1.3 Mohr Coulomb 식 ···················································· 10
2.2 배관두께를 결정하는 식 ·························································· 12
2.3 극한지 토양 환경 ······································································ 13
3. 해동침하에 대한 유한요소법 적용 ··················································· 18
3.1 해석모델 구성 ············································································ 18
3.1.1 배관 모델 및 물성 ························································ 20
3.1.2 토양 모델 및 물성 ························································ 23
3.2 해석방법 및 경계조건 ······························································ 27
3.3 해석 시 가정사항 ······································································ 30
4. 해석결과 ································································································· 32
4.1 배관매설 깊이에 따른 영향 ···················································· 33
4.2 해동침하 길이에 따른 영향 ···················································· 37
4.3 해동침하 깊이에 따른 영향 ···················································· 44
5. 결론 ········································································································· 49
참고문헌 ······································································································· 51
Abstract ···································································································· 53

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