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Buckling of moderately thick orthotropic columns: comparison of an elasticity solution with the Euler and Engesser/Haringx/Timoshenko formulae

Nonlinear ElasticityEngineeringElasticity (Physics)MechanicsThick Orthotropic ColumnsMechanical EngineeringMechanical ModelingElasticity SolutionSolid MechanicsStructural OptimizationComputational MechanicsStructural MechanicsMaterial NonlinearitiesThin-walled StructureMechanics Of MaterialsEngesser/haringx/timoshenko Formulae