한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)
- 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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- Pages.449-454
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- 2001
스트럿-타이 모델을 이용한 PSC 깊은보의 부착활동영향의 평가
Strut-Tie Model Evaluation of Bond-Slip Effects in PSC Deep Beams
초록
The algorithm and program which implement the bond-slip behavior of pre-tensioned concrete beams to the nonlinear strut-tie model approach, are developed in this study. The validity of the algorithm and program is verified through the strut-tie model evaluation of the strength and behavior of two pre-tensioned concrete deep beams which were failed by bond-slip.
키워드