PSI - Issue 37

Sonia Djenad et al. / Procedia Structural Integrity 37 (2022) 321–329 Djenad et al / Structural Integrity Procedia 00 (2019) 000 – 000

329

9

Qi Cao, Xiaojun Li, Zhibin Lin, Zhimin Wu. Compression behavior of expansive concrete-encased-steel filled square CFRP tubes Composite Structures 225 (2019) 111106 Arash Totonchi, Ahmadreza Ansaripour, Sina Shivaei. Effect of Different Arrangements of CFRP Wraps on the Axial Stress–Strain Behaviour of Confined Concrete Cylinders: Experimental Study and Numerical Modelling 2019; Iranian Journal of Science and Technology, Transactions of Civil Engineering https://doi.org/10.1007/s40996-019-00293-9 S. Mohammad Askari , A. Khaloo , M. Borhani , M. Sadegh Tale Masoule. Performance of polypropylene fiber reinforced concrete-filled UPVC tube columns under axial compression Construction and Building Materials 231 (2020) 117049 ABAQUS. ABAQUS 6-12 EF documentation. DS-Simulia. p. Finite ElementAnalysis; 2012. A. Kezmane, S. Boukais, M. Hamizi. Numerical simulation of squat reinforced concrete wall strengthened by FRP composite material Front. Struct. Civ. Eng 10(4): 455-465 (2016) Junlong Yang, Jizhong Wang and Ziru Wang. Design-oriented axial stress–strain model for partially fiber-reinforcedpolymer- confined normal strength concrete Advances in Structural Engineering DOI: 10.1177/1369433220933461 Zeng, J-J., Guo, Y-C., Gao, W-Y., Chen, W-P., Li, L-J., Stress-Strain Behavior of Circular Concrete Columns Partially Wrapped with FRP Strips, Composite Structures (2018), doi: https://doi.org/10.1016/ j.compstruct.2018.05.001 P. Mark, M. Bender « Computational modeling of failure mechanisms in reinforced concrete structures » Architecture and Civil Engineering Vol. 8, No 1, 2010. C. Ali Ahmed and K. Ait tahar. Behavior of concrete cylinder confined with helical composites strips / Procedia Engineering 114 ( 2015 ) 157– 164