Pages that link to "Item:Q1291461"
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The following pages link to Buckling of moderately thick orthotropic columns: Comparison of an elasticity solution with the Euler and Engesser/Haringx/Timoshenko formulae (Q1291461):
Displaying 12 items.
- Axial buckling of an orthotropic circular cylinder: application to orthogrid concept (Q545093) (← links)
- Nonlinear correction to the Euler buckling formula for compressed cylinders with guided-guided end conditions (Q644720) (← links)
- Sandwich column buckling -- a hyperelastic formulation (Q835927) (← links)
- Column buckling with shear deformations-A hyperelastic formulation (Q837418) (← links)
- Stability and vibration analysis of axially-loaded shear beam-columns carrying elastically restrained mass (Q1789555) (← links)
- Lateral buckling of beams with shear deformations - A hyperelastic formulation (Q1960032) (← links)
- Effect of warping shape on buckling of circular and rectangular columns under axial compression (Q2245838) (← links)
- Stability and load-carrying capacity of thin-walled orthotropic poles of regular polygonal cross-section subject to combined load. (Q2763881) (← links)
- NONLINEAR ANALYSIS OF FRAMES INCLUDING SHEAR DEFORMATION (Q3074893) (← links)
- The Effect Of Shear Deformation On The Critical Buckling Of Columns (Q4268551) (← links)
- Prediction of global buckling loads of doubly symmetric pultruded FRP columns subjected to concentric compression (Q6183596) (← links)
- Higher-order effect of axial force on free vibration and buckling of functionally graded sandwich beams (Q6591045) (← links)