Pages that link to "Item:Q356173"
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The following pages link to First order solutions for the buckling loads of weakened Timoshenko columns (Q356173):
Displaying 8 items.
- Finite element analysis of a bending moment formulation for the vibration problem of a non-homogeneous Timoshenko beam (Q257126) (← links)
- Size effect on buckling strength of eccentrically compressed column with fixed or propagating transverse crack (Q712430) (← links)
- Analytical solution for buckling of asymmetrically delaminated Reissner's elastic columns including transverse shear (Q833982) (← links)
- Buckling of slender prismatic circular columns weakened by multiple edge cracks (Q867410) (← links)
- Buckling of moderately thick orthotropic columns: Comparison of an elasticity solution with the Euler and Engesser/Haringx/Timoshenko formulae (Q1291461) (← links)
- Locking-free finite element method for a bending moment formulation of Timoshenko beams (Q2398885) (← links)
- Tensile and compressive buckling of columns with shear deformation singularities (Q2515358) (← links)
- The exact distributional model for free vibrations of shear-bending multi-cracked Timoshenko beams (Q6093854) (← links)