Thermal Behaviour of Reinforced Concrete Beam with Static loading Condition.
N.Parthasarathi1, K.S.Satyanarayanan2, V.Thamilarasu3
1N.Parthasarathi*, Department of Civil Engineering, SRM Institute of Science and Technology, Chennai, India.
2K.S.Satyanarayanan, Department of Civil Engineering, SRM Institute of Science and Technology, Chennai, India.
3V.Thamilarasu, Department of Civil Engineering, SRM Institute of Science and Technology, Chennai, India.
Manuscript received on 15 August 2019. | Revised Manuscript received on 25 August 2019. | Manuscript published on 30 September 2019. | PP: 1484-1488 | Volume-8 Issue-3 September 2019 | Retrieval Number: C4147098319/2019©BEIESP | DOI: 10.35940/ijrte.C4147.098319
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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: This work examines the results on the Reinforced concrete beam element under different temperature scenario. The most contagious or maximum temperature distribution in the RC member will be presumed. In Reinforced concrete beam the flexural failure is vigorously reached by the temperature, and also steel reinforcement has experienced. The present work has studied the two-dimensional static analysis in the ABAQUS finite element software when the temperature remains in the steady-state condition during incremental loading applied in the member. The numerical results show that the temperature distribution in the beam element,load versus deflection curve ,ultimate load, Maximum principal stresses are done in the RC beam under different temperature. There fore the reinforced concrete 3D model is usefull in analytical tool for prediction of the behaviour of RC beam under temperature.
Keywords: Deflection, Finite Element Analysis, Strain, Temperature, Ultimate Load.
Scope of the Article: Thermal Engineering