Тест 5.2 Thin Plate

Verification of the LIRA-FEM software / Тест 5.2 Thin Plate / Аналитическое решение: M.V. Barton, “Vibration of rectangular and skew cantilever plates”, Journal of Applied Mechanics, vol. 18, 1951, p. 129 – 134.



Тест 5.2  Thin Plate

Analytical solution: M.V. Barton, “Vibration of rectangular and skew cantilever plates”, Journal of Applied Mechanics, vol. 18, 1951, p. 129 – 134.

Geometry:

Сторона: a = 1 м
Толщина: t = 0.01 м

Координаты точек, м

A

B

C

D

x

0

1

1

0

y

0

0

1

1

z

0

0

0

0

Material characteristics: Е = 2.1 х 1011 Па, v = 0.3, ρ = 7800 кг/м3.

Boundary conditions:
1. Side AB: pinched (u = v = w = 0; θX = θY = θZ = 0).
2. Свободная плита.

Loads: For modal analysis

CALCULATION RESULTS:

Порядок формы

Частота, Гц

Погрешность,%

Analytical solution

Calculation results (LIRA)

Plate jammed on one side

1

8,7266

8,6646

0,71

2

21,3042

21,1988

0,5

3

53,5542

52,9443

1,14

4

68,2984

67,4643

1,22

5

77,7448

76,924

1,06

6

136,0471

134,053

1,47

Свободная плита

1, 2, 3, 4, 5, 6

0

1,14

7

33,7119

33,5532

0,47

8

49,4558

48,5638

1,8

9

61,0513

60,2526

1,31

10

87,5160

86,2068

1,5

11

87,5160

86,2068

1,5

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