Issue 53

H. Fawzy et al, Frattura ed Integrità Strutturale, 53 (2020) 353-371; DOI: 10.3221/IGF-ESIS.53.28 371 [33] States, J., (2011). Investigation of Crumb Rubber Concrete for Blast Protection of Buildings, MSC thesis, Lehigh University. [34] Sofi, A., (2017). Effect of Waste Tyre Rubber on Mechanical and Durability Properties of Concrete–A Review, Ain Shams Engineering Journal, DOI: 10.1016/j.asej.2017.08.007. [35] Turatsinze, A., Granju, J.L. and Bonnet, S. (2006). Positive Synergy Between Steel-Fibres and Rubber Aggregates: Effect on The Resistance of Cement-Based Mortars to Shrinkage Cracking, Cement and concrete research, 36(9), 1692-1697. DOI: 10.1016/j.cemconres.2006.02.019. [36] Son, K.S., Hajirasouliha, I. and Pilakoutas, K. (2011). Strength and Deformability of Waste Tyre Rubber-Filled Reinforced Concrete Columns, Construction and building materials, 25(1), 218-226. DOI: 10.1016/j.conbuildmat.2010.06.035. [37] Netinger, I., Kesegic, I. and Guljas, I., (2011). The Effect of High Temperatures on The Mechanical Properties of Concrete Made with Different Types of Aggregates, Fire safety journal, 46(7), 425-430. DOI: 10.1016/j.firesaf.2011.07.002 . [38] Uysal, M., Yilmaz, K. and Ipek, M., (2012). Properties and Behavior of Self-Compacting Concrete Produced with Gbfs and Fa Additives Subjected to High Temperatures, Construction and Building Materials, 28(1), 321-326. DOI: 10.1016/j.conbuildmat.2011.08.076. [39] Janotka, I. and Nürnbergerová, T., (2005). Effect of Temperature on Structural Quality of the Cement Paste and High- Strength Concrete with Silica Fume, Nuclear Engineering and design, 235(17-19), 2019-2032. DOI: 10.1016/j.nucengdes.2005.05.011. [40] Wium, J.A. and Lebet, J.P. (1994). Simplified calculation method for force transfer in composite columns, Journal of Structural Engineering, 120(3), 728-746. DOI: 10.1061/(ASCE)0733-9445(1994)120:3(728). [41] Johansson, M. and Gylltoft, K. (2002). Mechanical Behavior of Circular Steel–Concrete Composite Stub Columns, Journal of structural engineering,. 128(8) 1073-1081. DOI: 10.1061/(ASCE)0733-9445(2002)128:8(1073). [42] Qu, X., Chen, Z., Nethercot, D.A., Gardner, L. and Theofanous, M., (2013). Load-Reversed Push-Out Tests on Rectangular CFST Columns, Journal of Constructional Steel Research, 81, 35-43. DOI: 10.1016 /j.jcsr.2012.11.003. [43] Virdi, K. and Dowling, P., (1980). Bond Strength in Concrete Filled Circular Steel Tubes, IABSE Proceedings, 125– 139. [44] Han L.H., (2002). Tests on Stub Columns of Concrete-Filled RHS Sections, J Construct Steel Res, 58(3): 353–372. DOI: 10.1016/S0143-974X(01)00059-1. [45] Chen, Z.H., Qu, X.S., Wang, X.D., Sun, R.R. and Li, L.M. (2009). Experimental Study on the Interface Bearing Capacity on Concrete-Filled Square Steel Tube, J. Harbin Inst. Tech. 41 (2) 27–32. [46] Khoury GA. (2006). Strain of Heated Concrete During Two Thermal Cycles. Part 1: Strain Over Two Cycles, During First Heating and at Subsequent Constant Temperature, Magazine of Concrete Research, 58(6), 367–385. DOI: 10.1680/macr.2006.58.6.367