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- W3152299144 abstract "In order to study the shear lag effect of composite girder with steel truss webs,the 3D finite element model is established with general finite element software Ansys,and a corresponding finite element model of composite girder with corrugated steel webs is established to perform a comparative analysis.Through applying concentrated load and uniform load,the shear lag effect of composite girder with steel truss webs is researched,and the shear lag coefficient distribution along cross-section is researched. The results show that( 1) under concentrated load and uniform load,the shear lag effect in top and bottom flange plates of composite girder with steel truss webs is obvious;( 2) under concentrated load,the shear lag effect of composite girder with steel truss webs is more obvious than that under uniform load;( 3) under the same load case,the normal stresses of top and bottom flange plates in composite girder with steel truss webs are smaller than those of composite girder with corrugated steel webs;( 4) the top and bottom flange plates' shear lag coefficient distribution along cross-section of two kinds of composite girder are roughly similar." @default.
- W3152299144 created "2021-04-13" @default.
- W3152299144 creator A5006288557 @default.
- W3152299144 date "2013-01-01" @default.
- W3152299144 modified "2023-09-25" @default.
- W3152299144 title "Finite Element Analysis on Shear Lag Effect in Composite Girder with Steel Truss Webs" @default.
- W3152299144 hasPublicationYear "2013" @default.
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