Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2000.04a
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- Pages.635-638
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- 2000
An Experimental Study on Post-Crack Equivalent Strength of Steel Fiber Reinforced Concrete
강섬유보강 콘크리트의 균열 후 등가인장강도에 관한 실험적 연구
Abstract
This experimental were carried out in order to investigate the equivalent strength of SFRC (Steel Fiber Reinforced Concrete). Tow hundred and tenh SFRC beeam (size: 150x150x550) were used in the tests the relationships between loading and mid-point deflections of the beams were observed four oint bending loading. From the test results, prediction formulas for the equivalent strength of SFRC beams are suggested.
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