顾威, 赵颖华, 尚东伟. CFRP-钢管混凝土轴压短柱承载力分析[J]. 工程力学, 2006, 23(1): 149-153.
引用本文: 顾威, 赵颖华, 尚东伟. CFRP-钢管混凝土轴压短柱承载力分析[J]. 工程力学, 2006, 23(1): 149-153.
GU Wei, ZHAO Ying-hua, SHANG Dong-wei. LOAD CARRYING CAPACITY OF CONCRETE FILLED CFRP-STEEL TUBES UNDER AXIAL COMPRESSION[J]. Engineering Mechanics, 2006, 23(1): 149-153.
Citation: GU Wei, ZHAO Ying-hua, SHANG Dong-wei. LOAD CARRYING CAPACITY OF CONCRETE FILLED CFRP-STEEL TUBES UNDER AXIAL COMPRESSION[J]. Engineering Mechanics, 2006, 23(1): 149-153.

CFRP-钢管混凝土轴压短柱承载力分析

LOAD CARRYING CAPACITY OF CONCRETE FILLED CFRP-STEEL TUBES UNDER AXIAL COMPRESSION

  • 摘要: 对CFRP-钢管混凝土轴压短柱这种新型构件的受力性能进行了理论分析,提出了此类构件承载力计算的基本假定;采用极限平衡法,推导出钢管屈服时构件承载力和碳纤维片拉断时构件极限承载力的解析计算式;对8根CFRP-钢管混凝土轴压短柱和4根钢管混凝土柱的极限承载力进行试验研究,并将解析分析结果与实验数据比较,证明了提出的解析计算式的正确性。

     

    Abstract: A theoretical analysis is carried out for the load carrying capacities of the axially compressed concrete filled CFRP-steel tube.Several basic assumptions on the overall mechanical property of this structure are proposed.Two equations are derived for estimating the strength of the system when the steel tube yields and CFRP-sheet breaks through ultimate equilibrium method.An experimental investigation was performed on 12 specimens,including 8 concrete filled CFRP-steel tubes and 4 concrete filled steel tubes,in order to verify the present study.The comparison of the experimental data and the results from the proposed equations shows good consistency.

     

/

返回文章
返回