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- W1844946945 abstract "A method is described for predicting crack with and spacing in Steel Fiber Reinforced Concrete (SFRC). The crack behavior of SFRC influenced by longitudinal reinforcement ratio, volume and type of steel fiber, strength of concrete. It can be observed from experimental results that addition of steel fiber to reinforced concrete beam reduces crack width in serviceability limit states. The proposed method predicts crack widths in cracking stage of the beam. Calculated crack widths obtained for reinforced concrete beams and different volume and type of steel fiber, strength of concrete showed good agreement with experimental results." @default.
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- W1844946945 date "2005-08-01" @default.
- W1844946945 modified "2023-09-24" @default.
- W1844946945 title "강섬유철근콘크리트 구조물의 균열폭 계산" @default.
- W1844946945 hasPublicationYear "2005" @default.
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