Stability of pre-twisted Leipholz' column
From MaRDI portal
Publication:1071559
DOI10.1007/BF01176350zbMath0586.73057OpenAlexW2079705784MaRDI QIDQ1071559
Publication date: 1986
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/bf01176350
stabilitycritical loadsrigidity ratiosmall dampingboth directionscantilever elastic columnflexural deformationGalerkin's techniquegoverning equations of motionLeipholz' columnlinear viscous internal dampingno dampingnon- conservativeness parameterpre-twisted slender columnuniformly distributed vertical and follower loadsvarious values of the damping, pre-twisting angle
Related Items (1)
Cites Work
- Die Knicklast des einseitig eingespannten Stabes mit gleichmäßig verteilter, tangentialer Längsbelastung
- Coupled bending-bending vibrations of pre-twisted cantilever blading allowing for shear deflection and rotary inertia by the Reissner method
- Buckling of pre-twisted bars
- Lateral vibrations of pretwisted rods with various boundary conditions
- Die Knicklast des einseitig gespannten, tangential gedrückten Stabes
- Vibration and stability of elastic columns under the combined action of uniformly distributed vertical and tangential forces
- Application of a variational method to dissipative, non-conservative problems of elastic stability
- On the Vibration and Stability of Beck's Column Subjected to Vertical and Follower Forces
- Finite element eigenvalue analysis of tapered and twisted Timoshenko beams
- Stability of a pretwisted tapered cantilever beam subjected to dissipative and follower forces
- [https://portal.mardi4nfdi.de/wiki/Publication:5519839 Die Knicklasten elastischer St�be unter gleichm�?ig verteilten und linear ver�nderlichen, tangentialen Druckkr�ften]
- Vibrations of twisted beams
- Lateral vibrations of twisted rods
This page was built for publication: Stability of pre-twisted Leipholz' column
