JOURNAL OF LIGHT INDUSTRY

CN 41-1437/TS  ISSN 2096-1553

Volume 27 Issue 5
September 2012
Article Contents
MA Yan-ru and LI Sheng-cai. Study on shear behavior on honeycombed steel beam and welded compound-ring-hoop concrete column composite joint connected by extended end-plate[J]. Journal of Light Industry, 2012, 27(5): 68-72. doi: 10.3969/j.issn.2095-476X.2012.05.016
Citation: MA Yan-ru and LI Sheng-cai. Study on shear behavior on honeycombed steel beam and welded compound-ring-hoop concrete column composite joint connected by extended end-plate[J]. Journal of Light Industry, 2012, 27(5): 68-72. doi: 10.3969/j.issn.2095-476X.2012.05.016 shu

Study on shear behavior on honeycombed steel beam and welded compound-ring-hoop concrete column composite joint connected by extended end-plate

  • Received Date: 2012-02-28
    Available Online: 2012-09-15
  • The shear behaviour of honeycombed steel beam and welded compound-ring-hoop concrete column composite joint connected by extended end-plate through a low-frequency quasi-static cyclic loading experiment were investigated.The experimental results showed that because of the restriction effect of compound-ring-hoop,the shear capability of concrete in the joint region under three-directional pressure was significantly improved in contrast with the shear capability of concrete in the reinforced concrete joint region.Because of the pre-pressure of high-strength bolts,concrete cracks were fewer in the joint region and the shear behaviour of joint region was improved.
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