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- W2383082264 abstract "Vierendeel truss joints reinforced with internal stiffeners were used in a certain project in Shanghai.To investigate the static behavior of such kind of connection,two model tests were carried out for joints with and without a longitude stiffener placed in brace,respectively.The test results indicate that the failure modes of this kind of joints under such dimension are composed of weld split,shear deformation and local buckling at the compressed flange of the brace.Such kind of local buckling could be avoided and the stress distribution at the flanges of the brace could also be homogenized by setting a longitude stiffener.However,the deformation capacity of the joint is debased due to this way.The calculation comparison indicates that such kind of the joint has a higher load bearing capacity than those without internal stiffeners." @default.
- W2383082264 created "2016-06-24" @default.
- W2383082264 creator A5006301296 @default.
- W2383082264 date "2007-01-01" @default.
- W2383082264 modified "2023-09-23" @default.
- W2383082264 title "Experimental Study on Flexural Behavior of Vierendeel Tubular Truss Joints Reinforced with Internal Stiffeners" @default.
- W2383082264 hasPublicationYear "2007" @default.
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