Retrofitting of RCC Beam Column Joint Using (HFRC) Hybrid Fiber Reinforced Concrete
| Vol-4 | Issue-11 | November 2019 | Published Online: 16 November 2019 PDF ( 145 KB ) | ||
| Author(s) | ||
| Mr.Amar Chipade 1; Miss.Sushma Sawadatkar 2; Mrs.Shobha Rani Arangi 3 | ||
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1Civil Department, SPPU Pune DR. D.Y. Patil Institute of Technology Pimpri, Pune (India) 2Civil Department, SPPU Pune DR. D.Y. Patil Institute of Technology Pimpri, Pune (India) 3Civil Department, SPPU Pune DR. D.Y. Patil Institute of Technology Pimpri, Pune (India) |
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| Abstract | ||
This paper represents the change of Reinforced concrete structural components which are found to exhibit distress, even before their service period is over due to several causes. Such unserviceable structures require immediate attention. And it was done by replacing reinforced concrete by HFRC. It was determined that load carrying capacity for beam-column joint retrofitted with HFRC was increased. |
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| Keywords | ||
| Reinforced concrete, HFRC , Distress, Retrofitting, beam-column joint. | ||
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