Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2005.11a
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- Pages.225-228
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- 2005
Cracked Section Analysis for Partial Prestressing Design
- Song Jong Young (Incheon Bridge Design Team, Samsung Corporation) ;
- Jang Seok Hun (Overseas Civil Engineering Division, Samsung Corporation) ;
- Kang Dong Ok (Incheon Bridge Design Team, Samsung Corporation) ;
- Cho Ik Sun (Incheon Bridge Design Team, Seoyeong Engineering Co. Ltd)
- Published : 2005.11.01
Abstract
In this paper, an example of nonlinear analysis for partial prestressing design is presented. For partial prestressing design, the stress redistribution, after concrete cracking has occurred, should be accurately investigated by nonlinear analysis tools. Direct and iterative methods of nonlinear analyses were adopted for the tender design of the Incheon Bridge viaducts. Stress variations in the prestressing tendons and reinforcing bars were investigated and presented in this paper for both the in-service condition and during construction.
Keywords