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http://dx.doi.org/10.4334/JKCI.2015.27.6.603

Evaluation on Shear Contribution of Steel Fiber Reinforced Concrete in Place of Minimum Shear Reinforcement  

Kim, Chul-Goo (Dept. of Architecture & Architectural Engineering, Seoul National University)
Park, Hong-Gun (Dept. of Architecture & Architectural Engineering, Seoul National University)
Hong, Geon-Ho (Dept. of Architectural Engineering, Hoseo University)
Kang, Su-Min (Dept. of Architectural Engineering, Chungbuk National University)
Publication Information
Journal of the Korea Concrete Institute / v.27, no.6, 2015 , pp. 603-613 More about this Journal
Abstract
In current design codes, minimum shear reinforcement is required for reinforced concrete flexural members, and the use of steel fiber reinforced concrete is permitted to replace the minimum shear reinforcements. In the present study, to estimate the effects of shear reinforcements and fibers on shear strength, simply supported beams were tested under transverse loading. The test results showed that the shear strength was significantly increased by the use of fibers. Particularly, the effect of fiber reinforced concrete was pronounced when high-strength concrete was used. The performance of fiber reinforced concrete for minimum shear reinforcement was evaluated using results of the present study and existing tests.
Keywords
steel fiber; shear strength; minimum shear reinforcement; steel fiber reinforced concrete; high stregnth concrete;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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