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.