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2. STRESS SPECTRUMS AND EXPLOITATION REGIMES

Figure 5 shows the possible analogous random function of stress fluctuation with

marked values of change, i.e. stress change ranges

σ

s

= 2

σ

a

, where

σ

a

is the stress ampli-

tude. The mean values

σ

m

around which stress fluctuates, are also variable. It is necessary

to make a selection of values of the changes and their mean values, classify them into

classes and determine the number of occurrences of each of the values of changes. If the

analogous (uninterrupted) time function is digitalized, it transforms into a set of numeri-

cal values in small time intervals

∆

t

, as presented in Fig. 5a. The program for processing

digital values compares each one of them with the previous one and determines the values

of neighbouring extremes – minimum and maximum, and calculates the spans

σ

si

=

σ

maxi

–

σ

mini

. The span is calculated only at the increase of stress so that the cycles are not

doubled. The calculated spans can be classified by their value and by mean stress values.

For the purpose of simplification, further analysis relates only to spans. Figure 5b shows

that the calculated values of the spans are classified in certain classes – fields of equal

value. For example, the first class, for

i

= 1, would include all spans

σ

si

= 0...20 N/mm

2

,

and the second for

i

= 2 would include spans

σ

s2

= 20...40 N/mm

2

, and the third for

i

= 3,

σ

s3

= 40...60 N/mm

2

etc.

σ

σ

max

σ

m

σ

s

σ

s

σ

s

σ

m

∆

t

t

∆

n

u

2

∆

n

u

i

∆

n

u

k

a)

b)

Figure 5. Processing (classification) of the stress amplitudes

Statistical processing of obtained results of stress spans (amplitude) classification

consists of determining the rule by which their values behave. If stress classes are marked

by

i

= 1,2,3...

k

and if in each class there is a

∆

n

u

1

,

∆

n

u

2

,...

∆

n

uk

, the span occurrence

σ

s

1

,

σ

s

2

,...

σ

sk

, i.e. amplitude

σ

a

1

,

σ

a

2

,...

σ

ak

, the frequency of occurrence of each class is

ui

i

u

n f

n

∆

=

;

1

k

u

u

i

n

n

=

= ∆

∑

i

In the graphical form the frequency of the occurrence of stress classes represents a

histogram of probability density (Fig. 6a) which may transform into a histogram of

cumulative probability (Fig. 6b), following the expression

1

1

k

k

ui

i

i

i

i

u

n

F f

n

=

=

∆

= =

∑ ∑

These empirical values are translated in the most efficient manner into an analytical

form by using Weibull’s function

( ) 1

x

F x

e

β

η

⎛ ⎞

−

⎜ ⎟

⎝ ⎠

= −

, i.e. ( ) 1

a

a

F

e

β

σ

η

σ

⎛ ⎞

−

⎜ ⎟

⎝ ⎠

= −

337