2013
DOI: 10.1016/j.tws.2013.08.017
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Circular concrete-filled double skin tubular short columns with external stainless steel tubes under axial compression

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Cited by 100 publications
(48 citation statements)
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“…In each group, different dimensions for the inner CHSs were employed to maintain the d/t i ratios. Design models for determining the ultimate strengths of short CFDST columns have been proposed by Hassanein et al [25] and Hassanein and Kharoob [8]. Additional models for concrete-filled stainless steel tubular (CFSST) short columns and the concrete-filled stainless steel-carbon steel tubular (CFSCT) short columns under axial compression have been developed by Hassanein et al [26,27], respectively.…”
Section: Parametric Study and Proposed Design Equationmentioning
confidence: 99%
See 1 more Smart Citation
“…In each group, different dimensions for the inner CHSs were employed to maintain the d/t i ratios. Design models for determining the ultimate strengths of short CFDST columns have been proposed by Hassanein et al [25] and Hassanein and Kharoob [8]. Additional models for concrete-filled stainless steel tubular (CFSST) short columns and the concrete-filled stainless steel-carbon steel tubular (CFSCT) short columns under axial compression have been developed by Hassanein et al [26,27], respectively.…”
Section: Parametric Study and Proposed Design Equationmentioning
confidence: 99%
“…Additional models for concrete-filled stainless steel tubular (CFSST) short columns and the concrete-filled stainless steel-carbon steel tubular (CFSCT) short columns under axial compression have been developed by Hassanein et al [26,27], respectively. Based on these design models [8,[25][26][27], a new design model for calculating the ultimate axial strengths of axially loaded short square CFDST columns with inner CHSs is proposed as:…”
Section: Parametric Study and Proposed Design Equationmentioning
confidence: 99%
“…A number of studies have investigated hybrid columns by combining different material components in a single column section to enhance structural performance. Typical hybrid columns include concrete-filled steel tube columns (CFST) [3][4][5], concrete filled fiber-reinforced polymer (FRP) tube columns (CFFT) [6][7][8][9][10], steel-concrete double skin tubular columns [11,12], and hybrid FRP-concrete-steel double-skin tubular columns [13].…”
Section: Introductionmentioning
confidence: 99%
“…Next, partially loading and pure torsion tests on CFDST members have been carried out by Yang [14] and Huang [15]. Last, CFDST stub columns with external stainless steel [16,17] can be found.…”
Section: Introductionmentioning
confidence: 99%