References
- [1] BAHRAMI, A. – KOUHI, A. M.: Load Capacity and Failure Modes of Axially and Eccentrically Loaded Thin-Walled Steel Tubular Slender Columns Filled with Concrete. International Journal on Emerging Technologies, Vol. 11, Iss. 5, 2020, pp. 517-524.
- [2] SAHI, A. M. – ALI, M. S. A.: Experimental Study of Hollow Slender Reinforced Concrete Columns Subjected to Eccentric Loads. Civil and Environmental Engineering, Vol. 17, Iss. 1, 2021, pp. 303-317.10.2478/cee-2021-0032
- [3] AL-HELFI, M. – ALLAMI, A.: Experimental Work to Study the Strengthening Effect of SFR and CFRP on Part or Whole Length of Slender RC Columns. Civil and Environmental Engineering, Vol. 17, Iss. 1, 2021, pp. 9-22.10.2478/cee-2021-0002
- [4] DASSAULT SYSTEMS.: ABAQUS Analysis Manual 4.14, 2014.
- [5] BARBERO, E. J.: Finite Element Analysis of Composite Materials Using Abaqus. Taylor & Francis Group, LLC, 2013.10.1201/b14788
- [6] ARYA, N. Y. N.: Second-order FE Analysis of Axial Loaded Concrete Members According to Eurocode 2. Royal Institute of Technology (KTH), Department of Civil and Architectural Engineering, Stockholm, Sweden, 2015, Master Thesis 466.
- [7] PRAGNA, M. – GANESAN, P.: Analysis of Concrete Filled Steel Tubes using Ansys. International Journal of Latest Engineering Research and Applications (IJLERA), Vol. 1, Iss. 9, 2016, pp. 71-78.
- [8] RAJU, J. N. S. S. – RAO, M. V. – SABARISH, G. – RAO, P. V.: Effect of Imperfections on Stability of Column and Frame. International Journal of Engineering Research & Technology (IJERT), Vol. 5, Iss. 11, 2016.10.17577/IJERTV5IS110298
- [9] QIU, W. – MCCANN, F – ESPINOS, A. – ROMERO, M. L. – GARDNER, L.: Numerical analysis and design of slender concrete-filled elliptical hollow section columns and beam-columns. Engineering Structures, Vol. 131, 2017, pp. 90-100.10.1016/j.engstruct.2016.10.024
- [10] AL-SHAARBAF, I. A. S. – HAMOOD, M. J. – AL-ZAIDY, E. A. A.: Nonlinear analysis of hollow slender reinforced concrete columns under eccentric loading. University of Thi-Qar Journal, Vol. 13, Iss. 4, 2018.
- [11] YONAS, T. Y. – TEMESGEN, W. – SENSHAW, F. W.: Finite Element Analysis of Slender Composite Column Subjected to Eccentric Loading. International Journal of Applied Engineering Research, Vol. 13, Iss. 15, 2018, pp. 11730-11737.
- [12] AL-SHAARBAF, I. A. S. – AL-ZUBAIDI, M. J. H. – AL-ZAIDY, E. A. A.: Effect of Hollowing Ratio on the Behavior of Hollow Self-Compacting Reinforced Concrete Slender Column under Eccentric Loading. International Journal of Engineering & Technology, Vol. 7, Iss. 4.20, 2018, pp. 390-394.10.14419/ijet.v7i4.20.26141
- [13] LOTFY, E. M.: Numerical Study of Long Columns Strengthened by Fiber Reinforced Polymer (FRP). International Journal of Engineering Science & Research Technology, Vol. 7, Iss. 5, 2018.
- [14] ABDUALRAHMAN, S. Q. – AL-ZUHAIRI, A. H.: A Comparative Study of the Performance of Slender Reinforced Concrete Columns with Different Cross-Sectional Shapes. MDPI, fibers, Vol. 8, Iss. 35, 2020.10.3390/fib8060035
- [15] BS 8110: Part 1 & 2: Structural use of concrete, British Standard – British Standard Institution, 1985.
- [16] DASSAULT SYSTEMS.: ABAQUS Materials Manual 4.14, 2014.
- [17] ANWAR, N. – NAJAM, F. A.: Structural Cross-Sections Analysis and Design. Butterworth-Heinemann, Elsevier, 2017.
- [18] DASSAULT SYSTEMS.: Getting started with Abaqus 4.14, 2014.
- [19] ALI, M. S. A. – ALLAMI, A.: Experimental Work to Study the Strengthening Effect of SFR and CFRP on a Part or Whole of the Length of Slender RC Columns. Civil and Environmental Engineering, Vol. 17, Iss. 1, 2021, pp. 9-22.10.2478/cee-2021-0002