Flexural Strength of Ultra High Strength Concrete Beams Reinforced with Steel Fibers

• DOI: 10.1016/j.proeng.2011.07.100
• Publication Date: 2011-10-02T05:24:34Z
• Authors: I.H. Yang; C. Joh; B.S. Kim
• Keywords: Rebar; Ductility (Earth science)

The purpose of this paper is to examine the basic behavior ultra high strength concrete beams reinforced with steel fibers. experimental parameters included rebar ratio less than 0.02 and method placing performance concrete. did not use coarse aggregate had a volumetric 2%. test results from static loading revealed characteristics flexural fiber-reinforced Flexural cracking, failure pattern, deflection, ductility, measurements. study provide more information help establish prediction model for deflection under bending conditions.