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Table 1 Comparison between present DQM, PM, and analytical values for the first three non-dimensional frequencies of uniform beams

From: Analytic and numeric analysis for deformation of non-prismatic beams resting on elastic foundations

Non-dimensional frequency

Ω1

Ω2

Ω3

Analytical (C-C)

4.730

7.853

10.996

DQM (C-C)

4.730

7.853

10.996

PM (C-C)

4.730

7.853

10.996

Analytical (C-S)

3.927

7.069

10.210

DQM (C-S)

3.927

7.069

10.210

PM (C-S)

3.927

7.069

10.210