PSI - Issue 11

Felipe Alves Amancio et al. / Procedia Structural Integrity 11 (2018) 91–98 Felipe Alves Amancio et al. / Structural Integrity Procedia 00 (2018) 000–000

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establish parameters for the construction of new enterprises, as well as criteria for reinforcement and recovery of structures that have passed through accidents. Acknowledgements The authors are grateful to the Civil Engineering Graduate Program in Structures and Civil Construction of the Federal University of Ceará, CAPES for funding, to the Department of Metallurgical and Materials Engineering and to the technicians and scholarship holders of the Civil Construction Materials Laboratory of the University. References ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR NM 45: Aggregates – Determination of the unit weight and air-void contents. Rio de Janeiro, 2006. (in Portuguese). ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS NBR NM 46: Aggregates – Determination of material finer than 75um sieve by washing. Rio de Janeiro, 2003. (in Portuguese). ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS NBR NM 52: Fine aggregate – Determination of the bulk specific gravity and apparent specific gravity. Rio de Janeiro, 2009. ( in Portuguese). ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS NBR NM 67: Concrete – Slump test for determination of the consistency. Rio de Janeiro, 1998. ( in Portuguese). ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS NBR NM 248: Aggregates – Sieve analysis of fine and coarse aggregates. Rio de Janeiro, 2003. ( in Portuguese). ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS NBR 8802. Hardened concrete — Determination of ultrasonic wave transmission velocity. Rio de Janeiro, 1994. ( in Portuguese). Akca, A. H., Ozyurt, N., Zihnioglu, O., 2013. High performance concrete under elevated temperatures. Construction and Building Materials 44, 317-328. Arioz, O., 2007. Effects of elevated temperatures on properties of concrete. Fire Safety Journal 42, 516-522. Bangi, M. R., Horiguchi, T., 2011. Pore pressure development in hybrid fibre-reinforced high strength concrete at elevated temperatures. Cement and Concrete Research 41, 1150-1156. Behnood, A., Ghandehari, M., 2009. Comparison of compressive and splitting tensile strength of hogh-strength concrete without polypropylene fibers heated to high temperatures. Fire Safety Journal 44, 1015-1022. Chen, B, Liu, J., 2004. Residual strength of hybrid-fiber reinforced high strength concrete after exposure to high temperature. Cement and Concrete Research 34, 1065–1069. Georgali, B. Tsakiridis, P. E., 2005. Microstructure of fire-damaged concrete. A case study. Cement & concrete composites 27, 255-259. Haddad, R. H, Shannis, L.G., 2004. Post-fire behavior of bond between high strength pozzolanic concrete and reinforcing steel. Construction and Building Materials 18, 425–435. Hertz, K. D., Sorensen, L. S., 2005. Test method for spalling of fire exposed concrete. Fire Safety Journal 40, 466–476. Jansson, R., Boström, L., 2010. The influence of pressure in the pore system on fire spalling of concrete. Fire Technology. 46 (1), pp. 217-230. Karahan, O., Atis, C. D., 2011. The durability properties of polypropylene fiber reinforcedfly ash concrete. Materials & Design. 32 (2), 1044–9. Kodur, V., 2014. Properties of Concrete at Elevated Temperatures. ISRN Civil Engineering. Vol 2014, Article ID 468510. Lau, A., Anson, M., 2006. Effect of high temperatures on high performance steel fibre reinforced concrete.Cement and Concrete Research. vol. 36, no. 9, pp. 1698–1707. Ma, Q. Guo, R. Zhao, Z. Lin, Z. He, K., 2015. Mechanical properties of concrete at high temperature – A review. Construction and Bulding Materials 93, 371-383. Ozawa, M., Morimoto, H., 2014. Effects of various fibres on high-temperature spalling in high-performance concrete. Construction and Building Materials 71, 83-92. Sideris, K. K, Manita, P., 2013. Residual mechanical characteristics and spalling resistance of for reinforced self-compacting concretes exposed to elevated temperatures. Construction and Building Materials 41, 296-302. Souza, A. A. A., Moreno, JR, A. L., 2010. The effect of high temperatures on concrete compression strength, tensile strength and deformation modulus. Ibracon Structures and Materials Journal. Vol 3, number 4, p.432-448. Xiao, O, J., G. KÖNIG, G., 2004. Study on concrete at high temperature in China – an overview, Fire Safety Journal 39, 89-103. Xiong, M. X., Liew, J. Y. R., 2015. Spalling behavior and residual resistance of fiber reinforced Ultra-High performance concrete after exposure to high temperatures. Materiales de Construcción Vol. 65, Issue 320. Yang, H., Lin, Y., Hsiao, C., LIU, J., 2009. Evaluating residual compressive strength of concrete at elevated temperatures using ultrasonic pulse velocity. Fire Safety Journal 44, 121-130. Yermak, N, Pliya, P., Beaucour, A., Simon, A., Nounowe, A., 2017. Influence of steel and/or polypropylene fibers on the behavior of concrete at high temperature: Spalling, transfer and mechanical properties. Construction and Building Materials 132, 240-250.