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Investigation of high-performance geopolymer concrete-filled double-skin columns under combined loading conditions.

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Bibliographic Details
Title: Investigation of high-performance geopolymer concrete-filled double-skin columns under combined loading conditions.
Authors: Alameri, Mohammad1 (AUTHOR) Mohammad.alameri@adelaide.edu.au, Mohamed Ali, M.S.1 (AUTHOR), Sheikh, Abdul1 (AUTHOR), Elchalakani, Mohamed2 (AUTHOR)
Source: Journal of Constructional Steel Research. Jun2025, Vol. 229, pN.PAG-N.PAG. 1p.
Subjects: Columns, Steel tubes, Finite element method, Axial loads, Failure mode & effects analysis, Concrete-filled tubes
Abstract: This study investigated the high-performance geopolymer concrete-filled double-skin stainless steel tube (HPGC-FDST) columns under concentric, eccentric, and flexural loading conditions. For this, a rational orthogonal array approach was adopted to develop high-performance geopolymer concrete (HPGC) in a previous study. Then, the optimum HPGC mix design was combined with stainless steel tubes, providing significant advantages in harsh marine environments in resisting corrosion and chemical deterioration. Four short columns having a height of 900 mm were tested under different eccentricities to depth ratios (e/D) (0, 0.06, 0.267, and 0.467), and a beam having a length of 1200 mm was also subjected to three-point flexural bending to complete the axial-moment interaction diagram experimentally. Additionally, finite element modelling (FEM) was conducted to simulate the fabricated columns in the experimental program. The results showed an agreement between the numerical and experimental behaviour of the columns. Moreover, the interaction diagram was plotted analytically to assess the capabilities of existing models and accurately predict the results. The experimental findings revealed that the presence of the stainless-steel tubes, which encase the HPGC, improves the ductility of the columns, even though there was a reduction in axial load capacity with increasing the e/D. Local buckling failure was observed at the mid-height of all columns. FEM simulations showed high correlation with experimental outcomes, providing valuable validation for future structural predictions of HPGC-FDST columns. • This study investigates HPGC-FDST columns, combining geopolymer concrete and stainless steel for enhanced durability. • This combination, along with hybrid steel fibres, improves the ductility of structural members. • FEM validated experimental results, accurately predicting deflection and failure modes. • The developed empirical axial-moment interaction diagram showed strong agreement experimental results. [ABSTRACT FROM AUTHOR]
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Database: Engineering Source
Description
Abstract:This study investigated the high-performance geopolymer concrete-filled double-skin stainless steel tube (HPGC-FDST) columns under concentric, eccentric, and flexural loading conditions. For this, a rational orthogonal array approach was adopted to develop high-performance geopolymer concrete (HPGC) in a previous study. Then, the optimum HPGC mix design was combined with stainless steel tubes, providing significant advantages in harsh marine environments in resisting corrosion and chemical deterioration. Four short columns having a height of 900 mm were tested under different eccentricities to depth ratios (e/D) (0, 0.06, 0.267, and 0.467), and a beam having a length of 1200 mm was also subjected to three-point flexural bending to complete the axial-moment interaction diagram experimentally. Additionally, finite element modelling (FEM) was conducted to simulate the fabricated columns in the experimental program. The results showed an agreement between the numerical and experimental behaviour of the columns. Moreover, the interaction diagram was plotted analytically to assess the capabilities of existing models and accurately predict the results. The experimental findings revealed that the presence of the stainless-steel tubes, which encase the HPGC, improves the ductility of the columns, even though there was a reduction in axial load capacity with increasing the e/D. Local buckling failure was observed at the mid-height of all columns. FEM simulations showed high correlation with experimental outcomes, providing valuable validation for future structural predictions of HPGC-FDST columns. • This study investigates HPGC-FDST columns, combining geopolymer concrete and stainless steel for enhanced durability. • This combination, along with hybrid steel fibres, improves the ductility of structural members. • FEM validated experimental results, accurately predicting deflection and failure modes. • The developed empirical axial-moment interaction diagram showed strong agreement experimental results. [ABSTRACT FROM AUTHOR]
ISSN:0143974X
DOI:10.1016/j.jcsr.2025.109523