Proceedings of the Korean Society For Composite Materials Conference (한국복합재료학회:학술대회논문집)
- 2003.10a
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- Pages.171-174
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- 2003
Bridge Superstructures Design by Special Othotropic Plate Theory
특별직교 이방성 판 이론에 의한 교랑 상부구조 설계
- Kim, Dun-Hyun (Seoul National University of Technology) ;
- Han, Bong-Koo ;
- Lim, Tae-Ho ;
- Oh, Sang-Sub (Seoul National University of Technology)
- Published : 2003.10.01
Abstract
The Special orthotropic plate theory is used for analysis of panels made of steel girders and cross-beams, and made of reinforced concrete. The cross-sections of girders and cross-beams are WF types. The result is compared with that of the beam theory. According to the numerical examination given in this paper, the result by the plate theory is 2.43 times stiffer than that of beam theory, The result for the concrete slab in given for the practicing engineers.