Buckling Behavior of Bars Model MT 023

In technical mechanics, loss of stability is known as buckling. Under the effects of compressive forces, and
under increasing load, the axis of the bar deflects laterally until it suddenly and violently fails (collapses), even
before the fracture point is reached. The stresses in the bar often remain within the elastic range during this
Sci-tech Buckling Behavior of Bars Model MT 023 investigates the buckling behavior of bars under various
influences. All relevant buckling problems are demonstrated by way of experimentation.

Item Description

* Investigation of all relevant buckling problems1
* Verification of the Euler Theory of buckling1
* Methods of force and deflection measurement1
* Supplementary set for experiments with eccentric application of force and transverse loading 1
* Comprehensive instructional material

Technical Specifications

[1] investigation and testing of all relevant buckling cases
[2] verification of the Euler Theory of buckling
[3] experiments in horizontal or vertical orientation
[4] test bars in various lengths and materials
[5] test bar ends pinned or fixed
[6] spindle to apply forces
[7] transverse load application device generates shear forces
[8] force measurement using a hydraulic load cell
[9] measurement of lateral deflection by dial gauge
[10] additional experiments with supplementary set
[11] storage system to house the components

Test bars
– quantity: 11
– bar length: 350…700mm (max.)
– material: aluminum, copper, brass, steel, GRP
– cross-sections: 10x4mm, 25x6mm, 25x10mm
Load application spindle
– force: max. 2000N
– stroke: max. 10mm
Lateral deflection: max. 20mm
Specimen holder bore: d=20mm
Measuring ranges
– force: 0…2500N, graduations: 50N
– deflection: 0…20mm, graduations: 0,01mm
Set of weights for transverse load: max. 20N
– 3x 5N, 1x 5N (hanger)