Experimental investigation on the failure modes of grouted sleeve connections under thermal and mechanical loads

Yan, 2018, Seismic experimental study on a precast concrete beam-column connection with grout sleeves, Eng Struct., 155, 330, 10.1016/j.engstruct.2017.09.027 Peng, 2016, Cyclic performance of precast concrete shear walls with a mortar–sleeve connection for longitudinal steel bars, Mater. Struct., 49, 2455, 10.1617/s11527-015-0660-0 Tullini, 2016, Grouted sleeve connections used in precast reinforced concrete construction – experimental investigation of a column-to-column joint, Eng Struct., 127, 784, 10.1016/j.engstruct.2016.09.021 Belleri, 2012, Seismic performance and retrofit of precast concrete grouted sleeve connections, PCI J., 57, 97, 10.15554/pcij.01012012.97.109 Ling, 2012, Behaviour of grouted pipe splice under incremental tensile load, Constr Build Mater., 33, 90, 10.1016/j.conbuildmat.2012.02.001 Ling, 2016, Tensile capacity of grouted splice sleeves, Eng Struct., 111, 285, 10.1016/j.engstruct.2015.12.023 Huang, 2017, Tensile behavior of half grouted sleeve connections: experimental study and analytical modeling, Constr. Build. Mater., 152, 96, 10.1016/j.conbuildmat.2017.06.154 Henin, 2015, Non-proprietary bar splice sleeve for precast concrete construction, Eng Struct., 83, 154, 10.1016/j.engstruct.2014.10.045 Seo, 2016, Tensile strength of the grout-filled head-splice-sleeve, Constr. Build. Mater., 124, 155, 10.1016/j.conbuildmat.2016.07.028 Liu, 2018, A preliminary study on capsule-based self-healing grouting materials for grouted splice sleeve connection, Constr Build Mater., 170, 418, 10.1016/j.conbuildmat.2018.03.088 JGJ 107-2010, Technical Specification for Mechanical Splicing of Steel Reinforcing Bars, Ministry of Housing and Urban-Rural Development of China, Beijing, China, 2010 (in Chinese). JG/T 398-2012, The Grouting Coupler for Rebars Splicing, Ministry of Housing and Urban-Rural Development of China, Beijing, China, 2012 (in Chinese). JG/T408-2013, Cementitious The Grouting Coupler for Rebars Splicing, Ministry of Housing and Urban-Rural Development of China, Beijing, China, 2013 (in Chinese). Brnic, 2014, Mechanical testing of the behavior of steel 1.7147 at different temperatures, Steel Compos. Struct., 17, 549, 10.12989/scs.2014.17.5.549 Chen, 2006, Stress–strain curves for stainless steel at elevated temperatures, Eng Struct., 28, 229, 10.1016/j.engstruct.2005.07.005 da Silva, 2005, Behaviour of steel joints under fire loading, Steel Compos. Struct., 5, 485, 10.12989/scs.2005.5.6.485 Gardner, 2016, Elevated temperature material properties of stainless steel reinforcing bar, Constr Build Mater., 114, 977, 10.1016/j.conbuildmat.2016.04.009 Amin Heidarpour, Niall Tofts, S. Korayem, Asghar H. Zhao, X.L. Hutchinson, R. Christopher, Mechanical properties of very high strength steel at elevated temperatures, Fire Safety J., 64(2) (2014) 27–35. https://doi.org/10.1016/j.firesaf.2014.01.006. Li, 2005, “A practical approach for fire safety design of fire-resistant steel members, Steel Compos. Struct., 5, 71, 10.12989/scs.2005.5.1.071 Topçu, 2008, Properties of reinforced concrete steel rebars exposed to high temperatures, Mater. Res. Lett., 2008, 1, 10.1155/2008/814137 Yin, 2006, Analysis of behaviour of steel beams with web openings at elevated temperatures, Steel Compos. Struct., 6, 15, 10.12989/scs.2006.6.1.015 Haddad, 2008, Effect of elevated temperature on bond between steel reinforcement and fiber reinforced concrete, Fire Saf. J., 43, 334, 10.1016/j.firesaf.2007.11.002 Kodur, 2014, Properties of concrete at elevated temperatures, ISRN Civil Eng., 2014, 1, 10.1155/2014/468510 UlrichSchneider, 1988, Concrete at high temperatures – a general review, Fire Saf. J., 13 U. Diederichs, S.U., Bond strength at high temperatures, Mag. Concrete Res. 115(33) (1981) 75–84. https://doi.org/10.1680/macr.1981.33.115.75. Khalaf, 2016, Analysis of bond-slip between concrete and steel bar in fire, Comput. Struct., 162, 1, 10.1016/j.compstruc.2015.09.011 Morley, 1983, Response of the bond in reinforced concrete to high temperatures, Mag. Concrete Res., 123, 67, 10.1680/macr.1983.35.123.67 Zhao, 2006, Behaviour of grouted sleeve connections at elevated temperatures, Thin Wall Struct., 44, 751, 10.1016/j.tws.2006.07.002 Wang, 2017 Zhang, 2018, Tensile behavior of half grouted sleeve connection at elevated temperatures, Constr. Build. Mater., 176, 259, 10.1016/j.conbuildmat.2018.05.027 Shi, 2003 Ingberg, 1928, Test of the severity of building fires, NFPA Quart., 42 Robins, 1982, The effect of lateral pressure on the bond of round reinforcing bars in concrete, Int. J. Adhes., 2, 129, 10.1016/0143-7496(82)90126-9 Eurocode 2 (1994) Design of Composite Steel and Concrete Structure-Part1-21: General Rules-Structural Fire Design, European Committee for Standardization; Brussels, Belgium, 1994.