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- W2356444753 abstract "Struts of singly symmetric section need to be checked on flexural torsional buckling, according to the current code for steel structure (GB50017—2003). A test program of 27 cut T struts was performed. The theoretical analysis of geometric and material nonlinearity for flexural torsional buckling of struts was made using the finite element method, in which the factors such as residual stresses, geometric imperfections were considered. Based on that, the code results, the experimental results and the finite element results were compared. The investigation shows that the flexural torsional calculation formula provided by code(GB50017—2003) is safe and reliable." @default.
- W2356444753 created "2016-06-24" @default.
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- W2356444753 date "2004-01-01" @default.
- W2356444753 modified "2023-09-24" @default.
- W2356444753 title "Experimental study on flexural torsional buckling of cut-T struts" @default.
- W2356444753 hasPublicationYear "2004" @default.
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