Verification tests

In-plane buckling of a cantilever strip with a rectangular cross-section subjected to a transverse load applied at the free end

Buckling of a cantilever bar subjected to a compressive load

Cantilever bar with unilateral supports

Buckling of a cantilever bar under uniformly distributed axial compressive load

System with unilateral springs.

Buckling of a cantilever beam under in-plane bending

Contact analysis of a cylindrical pipe

Modal analysis of a beam with a variable cross-section.

Modal analysis of a thin plate.

Modal analysis of plate.

Accuracy of calculated geometric properties for a solid elliptical cross‑section.

Accuracy of calculated geometric properties for a solid equilateral triangular cross-section.

Accuracy of calculated geometric properties for a solid semicircular cross-section.

Accuracy of calculated geometric properties for a solid square cross-section.

Accuracy of calculated geometric properties for a solid pentagonal cross-section.

Accuracy of calculated geometric properties for a solid hexagonal cross-section.

Accuracy of calculated geometric properties for a solid octagonal cross-section.

The stress-strain state of a 3D bar system with elastic restraints under the concentrated load

The stress–strain state of a plane truss under mechanical, thermal and kinematic loads.

The stress–strain state of a beam with a tie, taking into account transverse shear deformations in the beam.

The stress–strain state of a cantilever plate.

The stress–strain state of a circular plate.

The stress–strain state of a cylinder with free ends subjected to internal pressure.

The stress–strain state of a torus subjected to internal pressure.

The stress–strain state of a cylindrical shell subjected to self-weight.

The stress–strain state of a narrow cantilever plate subjected to a couple of forces causing torsion.

The stress–strain state of a vertical prism subjected to loading due to its self-weight.

The stress–strain state of a prismatic beam subjected to a bending moment.

The stress–strain state of a beam on an elastic foundation under the concentrated forces and a distributed load varying according to a triangular law.

The stress state of a curved narrow beam with a rectangular cross-section under bending by a concentrated force applied to the free end.

The stress state of a symmetric wedge of unit thickness subjected to compression and bending by concentrated forces