Experimental Research on Steel Tube Confined Concrete Column Ring Beam Joint with Shear Ring under Direct Shear
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TU317.2 TU528.59

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    Abstract:

    In this paper,through direct shear tests on 3 steel tube confined concrete column ring beam joints with shear ring,the ultimate capacity,the mechanical mechanism,the sliding of ring beam relative to steel tube and the ultimate failure mode of ring beam were analyzed.The results showed that the ultimate failure mode and the calculation of capacity of ring beam joint awaited further tests and analysis.

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傅剑平,马良璇,黄宗瑜,方长建,张兰,程思聪.带抗剪环的钢管混凝土柱环梁节点单调直剪试验研究[J].土木与环境工程学报(中英文),2008,30(1):34~39

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  • Received:August 28,2007
  • Revised:October 15,2007
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