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학위논문
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김도연 (금오공과대학교, 금오공과대학교 대학원)

지도교수
장일영
발행연도
2020
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금오공과대학교 논문은 저작권에 의해 보호받습니다.

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이 논문의 연구 히스토리 (8)

초록· 키워드

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최근 국내외에서 지진 발생 빈도가 커지고 있는 가운데 내진설계 규정 도입 이전에 시공되었거나 내용연수가 많이 경과하여 노후화가 진행되고 있는 기존 콘크리트 기둥의 경우 충분한 내진 성능을 발휘하지 못하여 예기치 못한 지진 발생 시 재산 및 인명 피해와 도심지역의 마비 등 그 피해가 막심할 것으로 예상된다. 따라서 본 연구에서는 구조물의 콘크리트 기둥 내진 성능 향상을 위한 고성능 내진 보강재를 개발을 수행하여 이를 기존의 구조물에 적용 함으로써 지진을 대비한 내진 성능과 함께 공기 단축으로 인한 경제적 시공, 구조물의 안정성 향상 및 공용기간 연장이 가능한 새로운 형식을 개발하고자 한다. 이에 따라 고인장 합금재인 SUS304 및 일반 구조용 강재인 SS275를 이용한 T형 및 L형 실험체를 제작하여 휨 실험을 통해 재료의 특성 및 단면의 형상이 내진 보강 성능에 미치는 영향에 대해 확인하였다. 또한 이를 유한 요소 해석 프로그램인 ABAQUS를 이용하여 동일한 조건에 대해 해석하고 실험값과 비교 및 분석하여 그 타당성을 확립하였으며 최적화 프로그램인 Isight를 이용하여 단면의 최적 치수를 파악하였다.

목차

[그림 차례] ·········································································································· i
[표 차례] ············································································································ iii
제 1 장 서 론 ·································································································· 1
1.1 연구배경 및 목적 ····························································································· 1
1.2 연구내용 및 방법 ····························································································· 5
제 2 장 내진 보강재 개발을 위한 이론적 고찰 ···································· 6
2.1 국내외 내진 보강 공법 사례 ········································································· 6
2.2 콘크리트 기둥의 구속 효과에 대한 이론 ··················································· 9
2.3 구조물에 대한 유한요소법 적용 ································································· 13
2.4 실험계획법 및 최적화에 관한 이론 ··························································· 16
제 3 장 내진 보강재의 성능 평가 ··························································· 18
3.1 실험체 제작 및 실험 설계 ··········································································· 18
3.1.1 사용 재료 ································································································· 18
3.1.2 실험체 단면 결정 ··················································································· 21
3.1.3 실험체 단면 상세 치수 ········································································· 28
3.1.4 실험 설계 ································································································· 31
3.2 실험 결과 ········································································································· 34
3.2.1 하중 재하에 따른 변위 발생 ······························································· 34
3.2.2 응력 및 변형률 관계 ············································································· 40
3.2.3 하중 및 변형률 관계에 따른 중립축 변화 ······································· 43
3.3 소결 ··················································································································· 47
제 4 장 아바쿠스를 이용한 비선형 유한요소 해석 ··························· 48
4.1 기하학적 형상 및 요소망 생성 ··································································· 48
4.2 재료적 특성 ····································································································· 50
4.2.1 탄성(Elastic) ···························································································· 50
4.2.2 소성(Plastic) ···························································································· 50
4.3 해석 조건 적용 ······························································································· 55
4.3.1 해석 프로세스 산정 ··············································································· 55
4.3.2 접촉, 경계조건 및 하중조건 입력 ······················································ 56
4.4 해석 결과 ········································································································· 57
4.5 소결 ··················································································································· 65
제 5 장 최적화 프로그램을 이용한 단면 산정 ·································· 66
5.1 실험계획법(DOE)을 통한 주요 인자 파악 ················································ 66
5.2 최적화(Optimization)를 통한 최적 단면 산정 ········································· 70
제 6 장 결 론 ······························································································ 73
[참고 문헌] ······································································································· 75

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