First Natural Frequency of a Cantilever Beam under the Stretching Longitudinal Force

Let us consider a cantilever beam. A length of the beam is L. The cross-section of the beam is a rectangle of the width b and the height h.

First Natural Frequency of a Cantilever Beam under the Stretching Longitudinal Force

The beam is clamped on the left end and loaded with the stretching longitudinal  force P on the right end.

Let us use the following initial data: the length L of the beam is 0.5 m, the width b is 0.05 m, and the height h is 0.02 m, the magnitude of the applied force P is 50000 N.
Material characteristics: E = 2.1E+011 Pa, ν = 0.28.
Sought quantity is the first natural frequency of the beam under the load.

First Natural Frequency of a Cantilever Beam under the Stretching Longitudinal Force, the finite element model with restraints

The finite element model with restraints

The analytical solution appears as:

,
where f1 is the first natural frequency of the cantilever beam, J – the moment of inertia, ρ – the material density, F – the area of the cross section, k1 = 1.875.

Thus, f1* = 85.804 Hz.

After carrying out calculation with the help of AutoFEM, the following results are obtained:

Table 1. Parameters of finite element mesh

Finite Element Type

Number of nodes

Number of finite elements

quadratic tetrahedron

395

906

Table 2. Result "Frequency"*

Numerical solution
Frequency p1*, Hz

Analytical solution
Frequency f1*, Hz

Error δ = 100%*| fi* - fi| / | fi |

86.186

85.804

0.45

First Natural Frequency of a Cantilever Beam under the Stretching Longitudinal Force, finite ele,ent modelling

 

*The results of numerical tests depend on the finite element mesh and may differ slightly from those given in the table.

 

Read more about AutoFEM Frequency Analysis

autofem.com

Return to contents