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- W2375871703 abstract "The behavior of 2 typical tubular joints,which has been used in roof structures of the Exhibitions and Stadium Center of Tangxia Town in Dongguan City,is analyzed in this paper.The nonlinear finite element analysis results are compared with test results.The analysed results show that the ultimate capacity of the joints is about twice as large as the design loading,the mechanical behavior of the joints is in complex stress condition,and the weak part of the joints is the location between chord and branches,in this position the stress distribution concentration is obvious.Four kinds of failure modes are observed as follows: the failure mode of connection weld crack between chord and tension branch,the local buckling failure mode of compressive branch,their combined failure mode,and the local buckling failure mode of chord." @default.
- W2375871703 created "2016-06-24" @default.
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- W2375871703 date "2009-01-01" @default.
- W2375871703 modified "2023-09-22" @default.
- W2375871703 title "Study on mechanical behavior of circular tubular KY-joints" @default.
- W2375871703 hasPublicationYear "2009" @default.
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