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철근콘크리트 휨 부재의 균열 안정화 상태에서의 부착특성에 관한 연구Study on Bond Properties of RC Flexural Member at Stabilized Crack Stage
- Other Titles
- Study on Bond Properties of RC Flexural Member at Stabilized Crack Stage
- Issue Date
- May-2009
- Publisher
- 대한건축학회
- Keywords
- Bond Stress; Sliding; Stabilized Crack Stage; Tension Test; 부착응력; 미끌림양; 균열 정상화 상태; 양단 인장 부착시험
- Citation
- 대한건축학회논문집 구조계, v.25, no.05, pp 113 - 120
- Pages
- 8
- Indexed
- KCI
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 25
- Number
- 05
- Start Page
- 113
- End Page
- 120
- ISSN
- 1226-9107
- Abstract
- The deflection and crack width of RC member is increased by the sliding between concrete and reinforcing steel, and this sliding depends on the bond properties. Accordingly, to consider the bond properties is very important in member design of the serviceability limit state. For this reason, to investigate the relationship between bond stress(τ) and Sliding(S) at stabilized crack stage of the flexural member, the tension test was carried out, new τ-S model which is suited to the bond properties at stabilized crack stage of the flexural member was proposed, and there is a good agreement between proposed model and experimental values.
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Related Researcher
- Lee, Moon Sung
- ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)