Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 1999.10a
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- Pages.377-380
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- 1999
Flexural-Shear Failure Behavior in I-Shape RC Beams
I형 단면 RC보의 휨-전단파괴 거동에 관한 연구
- Published : 1999.10.01
Abstract
This paper dscribes an experimental investigation into the cause of flexural-shear failure in RC beams. The experimental variables are bottom flange width and tension bar location. Then these test results were compared and analyzed to deduce the major cause of critical-shear cracking. As a result, it was found that the propagation of the critical shear crack depended exclusively on the intensity of horizontal cracking.
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