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- W2367230018 abstract "Radial load mode is adopted in the study of the instability of U-section steel arch in the most existing research.In this article,radial and vertical load models are studied using finite element analysis.It shows that the fixed arch's results of the radial load are more conservative when f / l= 0.05 to 0.35,and the error is small.In addition,radial load is dangerous when f / l=0.4,0.45and 0.5 of fixed arches,so do all pin bearing arches,and the bigger rise-span ratio,the greater error.To prevent buckling of steel arch,this paper proposes a method using a discontinuous-closed cross section with adding batten plate,and it can be an effective way to enhance the out-plane stability of U-section steel arch.Compared with the U-section steel arch with clapboard,the proposed method can get greater buckling load with less material.Provided with batten plate,clapboard is not good for improving in-plane instability.Finally,this paper puts forward a calculation formula for the in-plane buckling vertical load." @default.
- W2367230018 created "2016-06-24" @default.
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- W2367230018 date "2013-01-01" @default.
- W2367230018 modified "2023-09-23" @default.
- W2367230018 title "Out-of-plane stability analysis of U-section steel arch" @default.
- W2367230018 hasPublicationYear "2013" @default.
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