Effect of Geometric and Material Properties on the Behavior of Axially Loaded Concrete-Filled Stainless Steel Tube Columns

ACI 211.1–91. (2002). Standard Practice of Selecting Proportions for Normal, Heavy-weight, and Mass Concrete. In: Paper presented at the American Concrete Institute, Farmington Hills, MI.

ACI 318–19. (2019). Building Code Requirements for Structural Concrete and Commentary. In: Paper presented at the American Concrete Institute, Farmington Hills, MI.

AISC 360–16 (2016). Specification for Structural Steel Buildings. In: Paper presented at the American Institute of Steel Construction, Chicago, Illinois, USA.

Binici, B. (2005). An analytical model for stress-strain behavior of confined concrete. Engineering Structures, 27(7), 1040–1051.

BS 5400–5. (2015). Steel, concrete and composite bridges - Code of practice for design of composite bridges. In: Paper presented at the British Standards Institution, UK.

Chen, Y., Feng, R., Shao, Y., & Zhang, X. (2017). Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes. Journal of Constructional Steel Research, 130, 248–263.

Dabaon, M., El-Khoriby, S., El-Boghdadi, M., & Hassanein, M. F. (2009). Confinement effect of stiffened and unstiffened concrete-filled stainless steel tubular stub columns. Journal of Constructional Steel Research, 65(8), 1846–1854.

Dabaon, M. A., El-Boghdadi, M. H., & Hassanein, M. F. (2009). Experimental investigation on concrete-filled stainless steel stiffened tubular stub columns. Engineering Structures, 31(2), 300–307.

Di Sarno, L., Elnashai, A. S., & Nethercot, D. A. (2006). Seismic retrofitting of framed structures with stainless steel. Journal of Constructional Steel Research, 62(1–2), 93–104.

Di Sarno, L., Elnashai, A. S., & Nethercot, D. A. (2008). Seismic response of stainless steel braced frames. Journal of Constructional Steel Research, 64(7), 914–925.

DSS. (2014). ABAQUS Analysis user’s manual 6.14–2 DSS (Dassault Systèmes Simulia Corp), Providence, RI, USA.

ECP 203. (2007). Egyptian Code for Design and Construction of Reinforced Concrete Structures. In: Paper presented at the Egyptian Code Standing Committee, Egypt.

Eurocode 4. (2004). Design of composite steel and concrete structures. In: Paper presented at the European Standard.

Fang, C., Zhou, F., & Luo, C. (2018). Cold-formed stainless steel RHSs/SHSs under combined compression and cyclic bending. Journal of Constructional Steel Research, 141, 9–22.

Fib. (2010). fib Model Code for Concrete Structures. In: Paper presented at the International Fedaration for Structural Concrete, London Thomas Telford Ltd.

He, A., Wang, F., & Zhao, O. (2019). Experimental and numerical studies of concrete-filled high-chromium stainless steel tube (CFHSST) stub columns. Thin-Walled Struct., 144, 106273.

He, A., & Zhao, O. (2019). Experimental and numerical investigations of concrete-filled stainless steel tube stub columns under axial partial compression. Journal of Constructional Steel Research, 158, 405–416.

Ismail, M. K., & Hassan, A. A. (2017). An experimental study on flexural behaviour of large-scale concrete beams incorporating crumb rubber and steel fibres. Engineering Structures, 145, 97–108.

Lam, D., & Gardner, L. (2008). Structural design of stainless steel concrete filled columns. Journal of Constructional Steel Research, 64(11), 1275–1282.

Rasmussen, K. J. R. (2003). Full-range stress–strain curves for stainless steel alloys. Journal of Constructional Steel Research, 59(1), 47–61.

Samani, A. K., & Attard, M. M. (2012). A stress-strain model for uniaxial and confined concrete under compression. Engineering Structures, 41, 335–349.

Shahjalal, M., Islam, K., Rahman, J., Ahmed, K. S., Karim, M. R., & Billah, A. M. (2021). Flexural response of fiber reinforced concrete beams with waste tires rubber and recycled aggregate. Journal of Cleaner Production, 278, 123842.

Tao, Z., Bin Wang, Z., & Yu, Q. (2013). Finite element modelling of concrete-filled steel stub columns under axial compression. Journal of Constructional Steel Research, 89, 121–131.

Tao, Z., Ghannam, M., Song, T. Y., & Han, L. H. (2016). Experimental and numerical investigation of concrete-filled stainless steel columns exposed to fire. Journal of Constructional Steel Research, 118, 120–134.

Tao, Z., Song, T. Y., Uy, B., & Han, L. H. (2016). Bond behavior in concrete-filled steel tubes. Journal of Constructional Steel Research, 120, 81–93.

Tao, Z., Uy, B., Liao, F. Y., & Han, L. H. (2011). Nonlinear analysis of concrete-filled square stainless steel stub columns under axial compression. Journal of Constructional Steel Research, 67(11), 1719–1732.

Uy, B., Tao, Z., & Han, L. H. (2011). Behaviour of short and slender concrete-filled stainless steel tubular columns. Journal of Constructional Steel Research, 67(3), 360–378.

Wang, F., Young, B., & Gardner, L. (2018). CFDST sections with square stainless steel outer tubes under axial compression: Experimental investigation, numerical modelling and design. Engineering Structures, 207, 110189.

Young, B., & Lui, W.-M. (2005). Behavior of cold-formed high strength stainless steel sections. Journal of the Structural Engineering. American Society of Civil Engineers, 131(11), 1738–1745.

Zhou, F., Fang, C., & Chen, Y. (2018). Experimental and numerical studies on stainless steel tubular members under axial cyclic loading. Engineering Structures, 171, 72–85.