Study of Bearing Capacity for Vertical Stiffener Joint with Concrete-Filled Square Steel Tube and Steel Beam
2012 ◽
Vol 166-169
◽
pp. 239-244
Keyword(s):
Based on the limit equilibrium method and assumptions of vertical stiffener joint model, the stress mechanism of vertical stiffener joint model is analyzed for concrete-filled square steel tube and steel beam. The formula of bearing capacity for vertical stiffener joint of concrete-filled square steel tube and steel beam is established. The rationality of proposed formula is validated by comparing analytical results with experimental data. Moreover, some factors involved in the proposed bearing capacity formula of connection joints are discussed. The results can provide some theoretical references for the study of bearing capacity of annular plate joint.
2013 ◽
Vol 690-693
◽
pp. 742-746
Keyword(s):
2015 ◽
Vol 744-746
◽
pp. 8-12
2014 ◽
Vol 578-579
◽
pp. 340-345
2018 ◽
Vol 32
(4)
◽
pp. 461-466
◽
Keyword(s):
2011 ◽
Vol 94-96
◽
pp. 220-224
◽
2014 ◽
Vol 638-640
◽
pp. 1923-1927