Finite Element Analysis for Unstiffened Overlapped CHS K-Joints Welded in Different Ways
2012 ◽
Vol 446-449
◽
pp. 533-536
Keyword(s):
In this paper,the ultimate bearing capacity of unstifened overlapped CHS K-joints is investigated by using the finite element method with influence of weld and non-weld on joint ultimate capacity under brace different bearing capacity. with angle of chord and brace is increasing ultimate capacity to lowed more and more small,which hidden weld is non-weld by one brace is pulled and other is pressured. ultimate capacity no influence to hidden welded and non-welded by both brace is pulled.
1987 ◽
Vol 65
(2)
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pp. 191
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2013 ◽
Vol 275-277
◽
pp. 2156-2160
2005 ◽
Vol 2
(2)
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pp. 157-162
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2013 ◽
Vol 353-356
◽
pp. 3294-3303
2013 ◽
Vol 347-350
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pp. 3609-3613