Investigation Of Simple Stability Problems .
Investigation Of Simple Stability Problems
Specification of Investigation Of Simple Stability Problems
- Investigation Of The Buckling Load Under Different Conditions (Elastic Joint, Elastic Fixed End)
- Two-Part Buckling Bar With Central Joint
- Loading Infinitely Variable With Lever And Set Of Weights
- Determination Of Loading Via Scale On Load Application Lever
- Various Degrees Of Clamping Via Leaf Spring With Variable Length On Bottom Support
- Thrust Pad Guided Friction-Free Inside Spherical Shell
- Low-Friction Joints With Roller Bearings
- Device To Generate Shear Forces
- Storage System To House The Components
- Experimental setup in frame
Technical Data
- Two-part buckling bar with central joint
- Wxh: 20x20mm
- Length: 2x250mm
- Support: pinned-pinned (articulated-articulated)
Elastic joint
- 2 tension springs, rigidity: 2N/mm
- lever arm: 50mm
- Elastic clamp fixing with steel leaf spring
- Length: 500mm
- Cross-section: 10x2mm
- 2nd moment of area: 6,66mm4
- Modulus of elasticity: 205000N/mm²
- Compressive force range: 25...120N
- Shear force: 0...20N
- Load application lever, lever ratio: 1:2 - 1:5
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