To optimize the structural behaviour of Concrete-Filled Steel Tube (CFST) beams subjected to bending, this study conducted a detailed analysis through numerical simulations and experimental data. CFST beams combine the strength and ductility of steel with the stability of concrete, offering an efficient solution for modern structural applications.
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The Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), September 11-13, 2013, Sapporo, Japan.
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Triple-chord trussed submerged floating tunnels: hybrid construction concept, feasibility and design. [PDF]
Wang FC +5 more
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Symbolic regression for strength prediction of eccentrically loaded concrete-filled steel tubular columns. [PDF]
Megahed K.
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Compressive torsional hysteresis performance of concrete filled square CFRP steel tube. [PDF]
Kuan P, Qing-Li W.
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Study on anti-collapse performance of CFST structures under collision load in different cases. [PDF]
Song L, Wang L, Wang X.
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AN EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CONCRETE-FILLED STEEL TUBE (CFST) KEY-CONNECTED PREFABRICATED WALL AND COLUMN [PDF]
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Experimental and analytical study on axial behaviour of square corrugated concrete filled single and double skin tube stub columns. [PDF]
Handousa AM +4 more
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Experimental Study on Interface Debonding Defect Detection and Localization in Underwater Grouting Jacket Connections with Surface Wave Measurements. [PDF]
Liu Q, Xu B, Zhu X, Chen R, Ge H.
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Study on dynamic responses and impact factors of long span deck type CFST arch bridge under vehicle loads. [PDF]
Zeng Y, Yin N, Tan Y, Qi S, Tan H.
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