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논문 기본 정보

자료유형
학술저널
저자정보
Si-Ping Li (Shanghai Jiao Tong University) Yang Zhang (Shanghai Jiao Tong University) Guang-Yuan Fu (Shanghai Jiao Tong University) Chen-Jiang Yu (Shanghai Jiao Tong University) Bing Chen (Shanghai Jiao Tong University) She-Xu Zhao (Shanghai Jiao Tong University)
저널정보
국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.22 No.4
발행연도
2016.1
수록면
821 - 835 (15page)

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The paper presents an experimental study of the structural behavior of circular flyash-concrete-filled steel tubular stub columns under axial compressive loads. In this study, 90% and 100% by weight of the cement in the concrete core was replaced with flyash. Twenty-seven specimens were tested to study the influence of flyash content, wall thickness of the steel tube, and curing age on the ultimate capacity and confinement effect. The experimental results were compared with the design values calculated using AISC-LRFD (1999), ACI (1999), AIJ (1997) and Eurocode 4 (1994). From the experimental study, it was determined that the confinement effect of circular steel tubes filled with high content flyash concrete was better than that of specimens filled with ordinary Portland cement concrete. The 5.88-mm-thick steel tube filled with 100% flyash concrete was equivalent in strength to a steel tube filled with C30 concrete at 28 days.

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