http://archive.org/details/analyticaltrippi00daniN

Danielson, D. A. (Donald A.)

The subject of this paper is the buckling behavior of a rectangular plate, with parallel thin-walled stiffeners attached to one side, subjected to a combination of axial compression, lateral pressure, and bending moment. The plate is modeled by the Von Karman plate equations and the stiffeners by a nonlinear beam theory recently derived. An analytical solution is obtained for the buckling load corresponding to a torsional tripping mode of the stiffeners. The effects of various boundary conditions, imperfections, and residual stress are included.http://archive.org/details/analyticaltrippi00dan

Danielson, D.A.

Calhoun, Institutional Archive of the Naval Postgraduate School

Analytical tripping loads for stiffened plates

https://archive.org/download/analyticaltrippi00dani/analyticaltrippi00dani.pdf

Analytical tripping loads for stiffened plates

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Calhoun, Institutional Archive of the Naval Postgraduate School