Strength of materials

Elastic line of a beamCode: SE 110.14

Demonstration of Maxwell-Betti theorem. SE 112 Mounting frame required.

Deformation of straight beamsCode: WP 950

Elastic lines of statically determinate and indeterminate beams under various clamping conditions .

Methods to determine the elastic lineCode: SE 110.47

Determination of elastic lines of a beam under load using the principle of virtual work and Mohr`s Analogy. SE...

Torsion of barsCode: SE 110.29

Investigation of elastic torsion of bars with open and closed cross section. SE 112 Mounting frame required.

Deformation of bars under bending or torsionCode: WP 100

Influence of material, cross-section and clamping length on deformation.

Deformation of framesCode: SE 110.20

Elastic deformation of a statically determinate or indeterminate frame under point load; U-shaped and S-shaped frame. SE 112 Mounting...

Deformation of curved-axis beamsCode: FL 170

Principle of virtual forces for calculating deformation.

Deformation of trussesCode: SE 110.44

Application of Castigliano`s first theorem to calculate the deformation at a defined point. SE 112 Mounting frame required

Hertzian contact apparatusCode: TM 262

Demonstration of the resulting characteristics of the contact area as a function of the contact force.

Hooke`s lawCode: TM 400

Elastic behaviour of tension springs under load.

Investigation of simple stability problemsCode: SE 110.19

Determination of the buckling load under different conditions. SE 112 Mounting frame required.

Buckling behaviour of barsCode: WP 120

Verification of the Euler theory of buckling and buckling behaviour under the influence of material, cross-section, length and support.