Abstract

In order to meet the needs of the construction of larger span bridges in engineering, the large-sized corrugated steel web with 2000 corrugated steel webs were studied. The numerical model of I-girder with 2000 corrugated steel webs is established by finite element software. The effects of bending angle, web thickness and web height on deflection and shear buckling on the basis of this are studied. The research conclusions can provide reference for the design calculation and engineering use of I-girder with corrugated steel webs in the future.

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