Journal of South China University of Technology(Natural Science Edition) ›› 2004, Vol. 32 ›› Issue (1): 80-84.

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Experimental Study on Joints of the Concrete -filled Steel Tubular Column-beam with Ring Stiffeners

Su Heng-qiang1 Cai Jian1 Yao Da-xin1 Chen Xing2 Huang Yan-sheng1 Huang Tai-yun3   

  1. 1.College of Architecture and Civil Engineering‚South China Univ.of Tech.‚Guangzhou510640‚Guangdong‚China;
    2.The Architectural Design & Research Institute of Guangdong Province‚Guangzhou510010‚Guangdong‚China;
    3.Guangzhou Pearl River Foreign Investment Architectural Design Institute‚Guangzhou510060‚Guangdong‚China
  • Received:2003-10-22 Online:2004-01-20 Published:2015-09-07
  • Contact: 苏恒强(1972-)‚男‚在职博士生‚高级工程师‚主要从事钢管混凝土柱及节点的理论研究. E-mail:suehq@163.com
  • About author:苏恒强(1972-)‚男‚在职博士生‚高级工程师‚主要从事钢管混凝土柱及节点的理论研究.

Abstract: The mechanics behaviors of two joints of a concrete-filled steel tubular (CFST) column-beam with ring stiffeners were investigated‚and the strain distributions of the beam‚the steel tube shell and the ring stiffener were also analyzed.The specimens are all steel beams with different stiffener ribs among the rings.The experimental results show that the joints of this column-beam are characterized by their excellent mechanics perfor mance and high stiffness‚that the construction of stiffener ribs have little influence on their mechanics behaviors‚and that the ribs can be regarded as elastic supports of the tubular beam with ring stiffeners‚which effec-
tively reduces the span of the hoop-beams.

Key words: concrete-filled steel tubular column, joint, ring stiffener, mechanics performance

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