한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)
- 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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- Pages.283-286
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- 2005
RC 보 부재의 잔존 전단강도 평가
Residual Shear Strength Evaluation for RC Beam Member
초록
Recently, the deterioration of concrete structures have been increased by the damage from salt, carbonization, freezing & thawing and the others. Reinforcement corrosion is the principal cause of deterioration of reinforced concrete. Unfortunately, full bond is assumed in all existing shear models, a condition which is often not fulfilled when assessing damaged structures. It is therefore very important to increase the understanding of how reduced bond influences the load carying capacity particularly for shear. Therefore in this study an equation is proposed to evaluate the residual shear strength considered deterioration.
키워드