Using limited materials for numerical modeling of structural samples and comparing the behavior of samples with each other in order to reduce the number of straw test samples in order to reduce laboratory costs is one of the best methods today. ANSYS is one of the finite element software that is used for modeling reinforced concrete elements by Solid65 element. As a case study, a concrete-filled steel column under cyclic loading is examined and the best value for the Crushed Stiffness Factor (CSTIF) parameter that is one of Solid65 element parameters is suggested to confirm the modeling. By investigating the results, it can be concluded that this parameter is one of the most important factors that plays a significant role in convergence in ANSYS software for modeling CFT columns.
Abedi K, Ferdousi A, Afshin H. A novel steel section for concrete-filled tubular columns. Thin-Walled Structures. 2008;46:310–9.
2.
Hsiao P, Hayashi K, Nishi P, Lin X, Nakashima M. Investigation of Concrete-Filled Double-Skin Steel Tubular Columns with Ultrahigh-Strength Steel. Journal of Structural Engineering. 2015;141:1–8.
3.
Wang R, Han L, Zhao X, Rasmussen K. Analytical behavior of concrete filled double steel tubular (CFDST) members under lateral impact. Thin-Walled Structures J. 2016;101:129–40.
4.
Aghdamy S, Thambiratnam D, Dhanasekar M, Saiedi S. Effects of load-related parameters on the response of concrete-filled double-skin steel tube columns subjected to lateral impact. Journal of Constructional Steel Research. 2017;138:642–62.
5.
Zhou F, Xu W. Cyclic loading tests on concrete-filled double-skin (SHS outer and CHS inner) stainless steel tubular beam-columns. Engineering Structures J. 2016;127:304–18.
6.
Hassaneina F, Elchalakanib M, Karrechb A, Patelc V, Daher E. Finite element modelling of concrete-filled double-skin short compression members with CHS outer and SHS inner tubes. Marine Structures J. 2018;61:85–99.
7.
Vernardos S, Gantes C. Experimental behavior of concrete-filled double-skin steel tubular (CFDST) stub members under axial compression: A comparative review. Structures J. 2019;22:383–404.
8.
Zheng Y, He C, Zheng L. Experimental and numerical investigation of circular double-tube concrete-filled stainless steel tubular columns under cyclic loading. Thin-Walled Structures J. 2018;132:151–66.
9.
Chen J, Chan TM, Kai Leung Su R, Miguel Castro J. Experimental assessment of the cyclic behaviour of concrete-filled steel tubular beam-columns with octagonal sections. Engineering Structures J. 2019;180:544–60.
10.
Wang B, Liang J, Lu Z. Experimental investigation on seismic behavior of square CFT columns with different shear stud layout. Journal of Constructional Steel Research. 2019;153:130–8.
11.
Zhang J, Li X, Cao W, Yu C. Cyclic behavior of steel tube-reinforced high-strength concrete composite columns with high-strength steel bars. Engineering Structures J. 2019;189:565–79.
12.
Wang Z, Zhang J, Li W, Wu H. Seismic performance of stiffened concrete-filled double skin steel tubes. Journal of Constructional Steel Research. 2020;169:1–19.
13.
A.N.S.Y.S. ANSYS User’s Manual Revision 12.0.
14.
A.T.C.-24. Guideline for Cyclic Seismic Testing of Components of Steel Structures.
15.
Abdalla K, Al-Rousan R, Alhassan M, Lagaros N. Finite-element modelling of concrete-filled steel tube columns wrapped with CFRP. In: Proceedings of the Institution of Civil Engineers – Structures and Buildings. 2019. p. 1–14.
16.
Guler S, Copur A, Aydogan M. Axial capacity and ductility of circular UHPC-filled steel tube columns. Magazine of Concrete Research. 2013;65:898–905.
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