The Stability of a Steel Welded Girder with Bending and Shear Forces Included
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Abstract The stability of the element of a steel welded girder subjected to bending and shear forces is considered. The considered element is a rectangular plate supported on boundary. The type of a plate boundary conditions depend on the types (thickness) of the stiffeners. Considered plate is loaded by in-plane forces causing bending and shear effects. The Finite Element Method was applied to carry out the analysis. Additionally the Boundary Element Method in terms of boundary-domain integral equation was applied to evaluate the critical shear loading.
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2011 ◽
Vol 368-373
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pp. 234-240
2011 ◽
Vol 189-193
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pp. 2153-2160
2018 ◽
Vol 10
(10)
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pp. 168781401880347
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1986 ◽
Vol 23
(3)
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pp. 113
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2020 ◽
Vol 934
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pp. 012011
1990 ◽
Vol 5
(1-2)
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pp. 111-117
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