Abstract
Design and development of fire resistant building structure is essential to prevent the building from the fire accident. Thus, in recent decade, researchers have intend to analysis thermal resistance of the reinforced concrete. In this sense, this paper presented an investigation to analysis the thermal performance of reinforced concrete. The steel is used as the reinforced material, and the concrete column is modelled. The concreated column is initially modelled using ABAQUS software and its analytical performance is evaluated. Then, three real sample specimens are prepared for the experimental investigation. In order to evaluate the thermal performance the temperature is varied up to 1200 °C and processed for two hours at three ultimate load conditions as 40, 50 and 60%. The internal temperature in the specimen was calculated using the k-type thermocouple and the deformation for the column was measured at every 10 min. The performance of the analytical and experimental results in terms of temperature and deformation is compared. Eventually, the performance analysis suggests that the increase in temperature influence the deformation in the concrete column.
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Parthasarathi, N., Satyanarayanan, K.S. (2021). Thermal Performance of Reinforced Concrete Column with Different Loading Conditions. In: Jayaprakash, J., Choong, K.K., Anwar, M.P. (eds) Advances in Construction Materials and Structures. Lecture Notes in Civil Engineering, vol 111. Springer, Singapore. https://doi.org/10.1007/978-981-15-9162-4_6
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DOI: https://doi.org/10.1007/978-981-15-9162-4_6
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