Journal of the Korean Society of Industry Convergence (한국산업융합학회 논문집)
- Volume 13 Issue 3
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- Pages.125-131
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- 2010
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- 1226-833X(pISSN)
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- 2765-5415(eISSN)
Time-Dependent Analysis of Prestress Concrete Bridge Considering Creep and Shrinkage
크리프 및 건조수축을 고려한 PSC 교량의 시간의존해석
- Park, Moon-Ho (Dept. of Civil Eng., Kyungpook National University) ;
- Park, Soon-Eung (Dept. of Civil Eng., Yeungnam College of Science & Technology) ;
- Kim, Jin-Kyu (Dept. of Civil Eng., Yeungnam College of Science & Technology) ;
- Park, Jung-Hwal (Hando engineering) ;
- Kim, Bok-Nam (Posco E&C, Plant Construction) ;
- Lee, Seung-Yup (K-water, Industrial Development)
- 박문호 (경북대학교 토목공학과) ;
- 박순응 (영남이공대학 토목과) ;
- 김진규 (영남이공대학 토목과) ;
- 박정활 (한도엔지니어링) ;
- 김복남 (포스코건설 플랜트사업본부) ;
- 이승엽 (한국수자원공사 산단사업처)
- Received : 2009.06.02
- Accepted : 2010.08.20
- Published : 2010.08.31
Abstract
This study is to give more accurate information by performing the time depend ent analysis to take into account the long-term losses of precast PSC concrete bridge and analyzing the second stress, final camber and cross section stress of precast PSC caused by creep and drying shrinkage. As time goes by, the stress and deformation in the cross section vary continuously by the influence of creep and drying shrinkage. Due to this, the stress redistribution occurs and the internal force variation also happens along the point on the same cross section and with the passage of time.