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This paper provides an optimum design for regular thin-walled box section beams on their cross-sectional profiles.
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Shear lag deformation of the box section causes moderate horizontal bending of the transverse ribs.
The main arch and the main beam are all of steel box section.
A cantilever stub column of a square box section is optimized.
Ring stiffeners of welded box section and stringers of halved rolled I-section are used.
Similar(15)
Both welded I- and box-section specimens are considered.
The rotational stiffness of flange-web junction of the pGFRP box-section is also investigated experimentally.
The interactive buckling behavior of welded steel box-section columns was studied experimentally and numerically.
Numerical results validate the predicted effect of material coupling on static characteristics of composite box-section beams.
Box-section beams and small blade models with various ply angle laminations at the girder segments are considered.
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