PSI - Issue 14

D. Anupama Krishna et al. / Procedia Structural Integrity 14 (2019) 384–394 A. Krishna et al. / Structural Integrity Procedia 00 (2018) 000 – 000

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 The developed model for modulus of elasticity of concrete at elevated temperatures closely agrees with the published literature.  Additional experimental tests are needed to investigate the significance and role of several parameters of thermal and deformation properties of concrete.  The prediction models in the study for compressive strength, tensile strength and modulus of elasticity may be recommended to be incorporated in the Indian Code for reinforced concrete structure, IS 456 2000. Anderberg, Y., Thelandersson, S., 1976. Stress and Deformation Characteristics of Concrete at High Temperatures: Experimental Investigation and Material Behaviour Model. Bulletin 54, Sweden (Lund): Lund Institute of Technology. ASCE, 1992. Structural Fire Protection ASCE Committee on fire Protection, Structural Division, American Society of Civil Engineers, New York, NY, USA. Bamonte, P., F, Lo, Monte., 2015. Reinforced Concrete Columns Exposed to Standard fire: Comparison among Different Constitutive Models for Concrete at High Temperature. Fire Safety Journal 71, 310-323. Bastami, M., and Aslani, F., 2010. Preloaded High-Temperature Constitutive Models and Relationships for Concrete, Scientia Iranica, Transaction A: Civil Engineering 17,11-25. Bazant, P., and Chern, J, C; 1987. Stress-Induced Thermal and Shrinkage Strains in Concrete. ASCE Journal of Engineering 113, No.10. Bikhiet, M, M., Nasser, F., EI- Shafey, Hany, M.,EI-Hashimy, 2014. Behaviour of Reinforced Concrete Short Columns Exposed To Fire. Alexandria Engineering Journal, 643-653. BSI: Structural Use of Concrete. British Standards Institution. BS 8110, 1985. Chang, Y, F., Chen, Y, H., Sheu, M, S., Yao, G, C., 2006. Residual Stress-Strain Relationship for Concrete after Exposure to High Temperatures, Cement and Concrete Research 36. CNS 12514. Method of fire resistance test for structural parts of building. Chinese National Standard 2005. Cruz, C, R., 1966. Elastic properties of Concrete at High Temperatures. Journal of the PCA Research and Development Laboratories 8, 37-45. Diederichs, U., Ehm, C., Weber, A and Becker, A. 1987, Deformation behaviour of HRT concrete under biaxial stress and elevated temperatures, Proceedings of the 9 th International Conference on Structural Mechanics in Reactor technology, Lausanne (Switzerland), Vol H, paper h 2/3, 17-21. EN 1992-1-2-2004, Eurocode 2- Design of Concrete Structures Part 1-2 General rules-Structural fire design, European Committee for Standardization (CEN), Brussels, 2004. Flynn, D, R., 1999. Response of High Performance Concrete to Fire Conditions: Review of Thermal Property Data and Measurement Techniques, NIST GCR 99-767, MetSys Corp., 119-134. Hua, Yang., Hui, Zhao., Faqi, Liu., 2018. Residual Cube Strength of Coarse RCA Concrete after Exposure to Elevated Temperatures. Fire and Materials Journal 42, 424-435. IS 10262- 2009, Indian Standard Concrete Mix Proportioning – Guidelines, Bureau of Indian Standards Manak Bhavan, 9 Bahadur Shah ZafarMarg New Delhi 110002. IS 12269 : 2013, Indian Standard Ordinary Portland Cement, 53 Grade Specification Burea of Indian Standards Manak Bhavan, 9 Bahadur Shah ZafarMarg New Delhi 110002. IS 383- 1970 Indian Standard Specification For Coarse And Fine Aggregates From natural Sources For Concrete, Bureau of Indian Standards Manak Bhavan, 9 Bahadur Shah Zafar Marg New Delhi 110002. IS 456-2000 Indian Standard for Reinforced, Bureau of Indian Standards Manak Bhavan, 9 Bahadur Shah Zafar Marg New Delhi 110002. IS 8142-1976Indian Standard Method Of Test For Determining Setting Time Of Concrete By Penetration Resistance, Bureau of Indian Standards ManakBhavan, 9 Bahadur Shah ZafarMarg New Delhi 110002. ISO834. Fire resistance test- elements of building construction. International Organization for Standardization 1999. Khaliq, W., Kodur, V., 2012. High Temperature Mechanical Properties of High Strength Fly Ash Concrete with and without Fibers. ACI Materials Journal 109, 665 – 674. Kodur, V., Wang, T, C., Cheng, F, P., 2004. Predicting the Fire Resistance Behavior of High Strength Concrete Columns. Cement & Concrete Composites 26. Kodur, V., 2014. Properties of Concrete at Elevated Temperature. Hindawi Publication Corporation, ISRN Civil Engineering 168310, 1-15. Li, L., Purkiss, J,A.,2005. Stress – Strain Constitutive Equations of Concrete Material at Elevated Temperatures. Fire Safety Journal 40. Lie, T,T., Rowe, T, J., Lin, T,D., 1986. Residual Strength of Fire exposed RC Columns Evaluation and Repair of Fire Damage to Concrete. American Concrete Institute 92, 153 – 74. Mehta, P, K., P, J, M, Monteiro., Concrete: Microstructure, Properties, and Materials, McGraw-Hill, New York, NY, USA, 2006. Mindess, S., J, F, Young., D, Darwin., Concrete, Pearson Education, Upper Saddle River, NJ, USA, 2003 Noumowe, A., Debicki, G., 2002. Effect of elevated temperature from 200 to 600 o C on the permeability of high performance concrete. Proceedings of the 6th international symposium on utilization of high strength/performance concrete, Vol. 1, Leipzig, Germany.

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