Bending Resistance of Steel-Bar Reinforced Concrete Beam with Extreme Compression Zones Using High-Performance Composite

This study performed on composited beam using normal concrete joined cement-based strain-hardening composite (CSHC). The bending resis-tances of eomposited beams me provided with a new approach as follows:CSHC is placed in ex$eme compressive zone at top of simple beam whereasnormal concrete is placed in the lower part of beam.
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