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
Study on shear behavior on honeycombed steel beam and welded compound-ring-hoop concrete column composite joint connected by extended end-plate
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Received Date:
2012-02-28
Available Online:
2012-09-15
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Abstract
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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Proportional views
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