한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)
- 한국콘크리트학회 1990년도 가을 학술발표회 논문집
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- Pages.13-18
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- 1990
부착 안된 부분 P.C 슬래브의 해석
Analysis of Partially Prestressed Concrete Slab without bond
초록
This paper introduced truss model and one-way slab elastic Model to analyse flexure of unbonded prestressed concrete member. After cracking, we could determine concrete membrane depth, deflection and stress. In order to do that, an numerical example of simply supported one way slab which has non-external membrane support(s=0) is analysed. The analytical results using the analytical model were compared with several experimental results and were generally satisfied.
키워드