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This study investigates the bond behavior between steel tubes and concrete in concrete-filled steel tubes (CFST) through a series of push-out tests on various specimens. Results indicate that bond strength is influenced by factors such as steel type, cross-sectional dimensions, concrete age, and interface type, with stainless steel showing lower bond strength than carbon steel. The research also identifies effective methods to enhance bond strength, including welding internal rings and using expansive concr

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