Behavioural Study of R/C Natural Draught Cooling Towerunder Gravity Load using Different Support Orientations
Saikat Chowdhury1, Baibaswata Das2, Abhishek Hazra3
1Saikat Chowdhury*, UG Student, Dr. Sudhir Chandra Sur Degree Engineering College, Kolkata- W.B, India.
2Baibaswata Das, Assistant Professor, Dr. Sudhir Chandra Sur Degree Engineering College, Kolkata- W.B, India.
3Abhishek Hazra, Assistant professor, Narula Institute of Technology, Agarpara, Kolkata- W.B, India.
Manuscript received on September 10, 2020. | Revised Manuscript received on September 25, 2020. | Manuscript published on October 30, 2020. | PP: 188-193 | Volume-10 Issue-1, October 2020. | Retrieval Number: 100.1/ijeat.A17751010120 | DOI: 10.35940/ijeat.A1775.1010120
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: In the field of both atomic and thermal power-plant the Natural Draught Cooling Tower plays a very important role. The vulnerability of NDCT lies in its hyperbolic shell structure whereas the supporting columns play a pivotal role in load distribution and heat transfer mechanism. Throughout our study effort has been given to find out the behavior of Reinforced Concrete NDCT under static loading using two different types of support orientation. For enhanced accuracy finite element analysis method has been adopted. The geometry of NDCT has been created by strictly following IS code provisions. A detail analysis has been presented in terms of deflection, stress propagation and strain behavior under gravity load. In the final stage a comparison of response behavior of the hyperbolic shell and supporting columns has been prepared with various key components of stress strain behavior. Keywords-NDCT, Support Orientation, Finite Element Method, Shell Structure,
Keywords: Factor of Safey, Load, Shaft, Slat Conveyor.