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- W2361567862 abstract "The main truss members in large-span steel bridge bear huge loads in the course of use.When the fatigue strength of transverse diaphragms,welded to the bridge deck slab,is reduced by the coefficient of slab thickness,the structure itself becomes the bottleneck in fatigue design.For this reason,the paper introduced two groups of specimens.With the help of simulation calculation,the paper analyzed the thickness ratio between the diaphragms and the slab,as well as its effect on fatigue performance.The result shows that for members of box-shaped main truss,fatigue fissures are liable to be found along the weld toes at the non-oad-bearing corners of the diaphragms.At the same time,as the thickness ratio increases,the fatigue strength of weld seams at the non-load-bearing corners of the diaphragms will improve.Therefore,it is recommended that the calculation should waive this reduction of fatigue strength when the slab thickness is greater than 25 mm." @default.
- W2361567862 created "2016-06-24" @default.
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- W2361567862 date "2013-01-01" @default.
- W2361567862 modified "2023-09-30" @default.
- W2361567862 title "Analysis of fatigue performance of main truss box-members for large-span steel bridge" @default.
- W2361567862 hasPublicationYear "2013" @default.
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