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A platform for research: civil engineering, architecture and urbanism
Tripping of thin-walled plating stiffeners in axial compression
Abstract The subject of this paper is the buckling behavior of thin-walled beams with an enforced axis of rotation subjected to longitudinal compressive loadings. The stiffeners are mathematically modeled by a refined nonlinear beam theory recently derived. An analytical solution is obtained to the beam buckling equations. This solution is expressed in terms of a simple formula which yields the tripping loads of T, angle, I, Z, and other open cross-sections. These predictions are shown to agree with those of other authors and with a finite element code.
Tripping of thin-walled plating stiffeners in axial compression
Abstract The subject of this paper is the buckling behavior of thin-walled beams with an enforced axis of rotation subjected to longitudinal compressive loadings. The stiffeners are mathematically modeled by a refined nonlinear beam theory recently derived. An analytical solution is obtained to the beam buckling equations. This solution is expressed in terms of a simple formula which yields the tripping loads of T, angle, I, Z, and other open cross-sections. These predictions are shown to agree with those of other authors and with a finite element code.
Tripping of thin-walled plating stiffeners in axial compression
Danielson, D.A. (author) / Kihl, D.P. (author) / Hodges, D.H. (author)
Thin-Walled Structures ; 10 ; 121-142
1989-04-10
22 pages
Article (Journal)
Electronic Resource
English
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