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INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016 open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15 |
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| Paper Title: | Enhancement of Incarceration on Ductile Property of Concrete Beam |
| Authors Name: | Amol Shekhar Gangwar , Anuj Verma |
| Unique Id: | IJSDR2208015 |
| Published In: | Volume 7 Issue 8, August-2022 |
| Abstract: | We are well aware of the fact that concrete’s ductility and strength rely a lot on the amount of confinement offered due to lateral reinforcement. According to the latest codes of design, the strength design is offered separately against deformability. Evaluating the deformability does not depend on most of the key features of steel and concrete. In this study, RCC beams with curvature ductility and their distinct amounts of confinement are devised with analytical methods using the Hong K N and Han S H model of 2005 and Saaticioglu with Razvi Model of 1992 to compare the results of an experiment. A group of six RCC beams that are rectangular in shape has a similar cross-section and we analyze the major reinforcement with the help of OPENSEES software. Distinct lateral confinement levels of beams are introduced stirrups that have 2 and 3 legs which are offered with a trip of distinct spaces. For experiments only, a group of 6 RCC beans is formed with the help of stirrups offers at spaces of about 100mm, 150mm & about 250mm. A trio of beams has two legs only and another trio has three legs in the stirrups. According to analytics, we find that the ductility of curvature gets enhanced with the lessening of the space of stirrups and an enhancement in the number of stirrup legs, which means the curvature ductility in the beam gets enhanced due to lateral detention The deviation in accordance with the space is higher when you compare it with the legs that stirrups have. This has been devised using both the models. We can see the similar trends with the help of the results of the experiment.The results of the analytics follow the Razvi and Saatcioglu (in 1995) Model and were known to confirm the results of the experiment. |
| Keywords: | Concrete, Beam, Compressive Strength, Tensile, Reinforcement. |
| Cite Article: | "Enhancement of Incarceration on Ductile Property of Concrete Beam", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.7, Issue 8, page no.111 - 117, August-2022, Available :http://www.ijsdr.org/papers/IJSDR2208015.pdf |
| Downloads: | 000337078 |
| Publication Details: | Published Paper ID: IJSDR2208015 Registration ID:201071 Published In: Volume 7 Issue 8, August-2022 DOI (Digital Object Identifier): Page No: 111 - 117 Publisher: IJSDR | www.ijsdr.org ISSN Number: 2455-2631 |
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