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An Experimental Investigation on Structural Performance of Steel Fibre Reinforced Concrete Beam
| Content Provider | CiteSeerX |
|---|---|
| Author | Narwal, Jyoti Goel, Ajay Sharma, Devender Kapoor, D. R. Singh, Bhupinder |
| Abstract | Abstract- Conventional concrete loses its tensile resistance after the formation of multiple cracks. However, fibreous concrete can sustain a portion of its resistance following cracking to resist more loading. The Steel Fibre Reinforced Concrete (SFRC) has enhanced resistance against cracking and a better micro-crack arrest mechanism. Further, fibre reinforced concrete is found to have improved strengths against shear, flexure, tension and increased resistances against impact, fatigue, wear and enhanced toughness and ductility over that of RCC. In the present study an attempt has been made to investigate the effect of percentage of steel fibres on structural behavior of beams measured in terms of Load Deflection behavior, Ultimate load carrying capacity, Cracking Pattern and Mode of Failure and to investigate the effect of aspect ratio of steel fibres on structural performance of RC beams measured in terms of above parameter sand also to |
| File Format | |
| Access Restriction | Open |
| Subject Keyword | Structural Performance Experimental Investigation Steel Fibre Reinforced Concrete Beam Steel Fibre Multiple Crack Tensile Resistance Structural Behavior Parameter Sand Aspect Ratio Rc Beam Cracking Pattern Abstract Conventional Concrete Load Deflection Behavior Steel Fibre Reinforced Concrete Fibreous Concrete Ultimate Load Micro-crack Arrest Mechanism |
| Content Type | Text |
| Resource Type | Article |