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Table 2 Variation of the first three non-dimensional natural frequencies, with respect to the rotational speed parameter, γ, and the hub radius parameter, δ (τb = 0, τh = 0.5)

From: Flapwise bending vibration analysis of functionally graded rotating double-tapered beams

δ

γ

First frequency

Second frequency

Third frequency

Present approach

Ref. (Ozgumus and Kaya 2006)

Present approach

Ref. (Ozgumus and Kaya 2006)

Present approach

Ref. (Ozgumus and Kaya 2006)

0.0

1

4.017

3.986

18.501

18.474

47.448

47.417

2

4.547

4.436

19.045

18.936

47.995

47.871

3

5.308

5.092

19.917

19.683

48.891

48.619

4

6.211

5.878

21.077

20.685

50.117

49.645

2.0

1

4.482

4.386

18.974

18.879

47.939

47.830

2

6.033

5.742

20.819

20.473

49.902

49.486

3

7.955

7.452

23.562

22.879

52.995

52.120

4

10.027

9.310

26.918

25.866

57.013

55.581

0.5

1

4.138

4.090

18.621

18.576

47.571

47.521

2

4.961

4.797

19.504

19.332

48.480

48.281

3

6.082

5.777

20.892

20.531

49.953

49.520

4

7.359

6.905

22.689

22.099

51.940

51.201

1.0

1

4.256

4.191

18.739

18.677

47.694

47.624

2

5.343

5.132

19.953

19.720

48.959

48.686

3

6.766

6.386

21.821

21.343

50.990

50.403

4

8.346

7.793

24.187

23.425

53.692

52.706