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3.3.2 Flexible element analysis


The flexible element layout and calculating scheme is shown in Fig 12.

Fig 12 . A “squirrel-weel” type flexible element.

a) design scheme and main dimensions; b) loaded bar displacements; c) cylinder involute view

An FE stiffness can be calculated by

,

where

n - number of bars;

a, b, l - width, thickness and length of a bar accordingly;

E - Young module of the bar material at operating temperature.

- correction coefficient, depending on the flexible

web dimensions

Maximal alterating stress in the bar,

where; n = 0 or 1

d - radial clearance

Static displacement under the support weight G loading

d0 = G/K .

Static stress in a bar under the weight loading

.

To balance the weight displacement as to center the bearing its initial location is to be preliminary moved d0 upwards.

Fatigue margin is determined by dynamic sa and static sm stresses

,

where

- fatigue limit of a flat coupon;

s-1 - - fatigue limit of a standard circle coupon;

ys - material sensitivity to the fatigue cycle non-symmetry;

- fatigue resistance coefficient;

ks - effecttive stress concentration;

- surface state coefficient;

- scaling factor.

Sometimes fatigue and stiffness requirements contradict each other. If so a "two-stores" design can be recommended which is a support furnished with two co-axial “squirrel-cages”.

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