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tube fails before reaching the fixed post-limit cycle number

N

DV

the next one will be

tested with the first lower stress level. If it does not fail, it is considered that the stress

was small, thus the next one is tested with a greater stress. By “oscillating” on the steps

(Fig. 13b), the endurance limit is defined. The number of tested,

z

Σ

, and the number of

failed,

z

i

, specimens on each stress level, is obtained by counting. For the number of

tested specimens

z

Σ

to be sufficiently big, it is necessary that the total number of tested

specimens (parts) at all stress levels is sufficiently big. Even in such case at extreme

levels (the lowest and the highest), the number of tested pieces is small, i.e. less than the

limit number for the deduction of statistical conclusions. For a sufficient number

z

Σ

to be

achieved on these stress levels also, additional specimens (parts) are tested. In this way a

combination is made of the step method and the level method. The value of infinite life

strength (endurance limit) and the magnitude of the dissipation range are firstly deter-

mined with the help of the step method and then additionally, the level method is com-

pleted for the purpose of determining failure probability

P

R

=

z

i

/(

z

Σ

+ 1).

σ

N

σ

N

σ

N3

σ

N4

σ

N5

σ

N6

σ

N7

σ

N8

z

i

→

0

z

i

→

z

Σ

P

R

N

N

DV

z

Σ

z

i

N

N

DV

a)

b)

Figure 13. Failure probability testing in the range of infinite–life strength

a) level method, b) step method

-2

-1

1

2

-3

0

6

6,5

600 700 800 900 1000

346

400

500

0,99

0,90

0,80

0,60

0,40

0,20

0,10

P

R

x

=ln

N

σ

N

N/mm

2

N

DV

= 5·10

6

F

N

σ

N

N/mm

2

z

i

1

i

R

z

P

z

Σ

=

+

1200

777

9

0.818

1150

746

5

0.454

1100

713

4

0.363

1050

680

1

0.090

Figure 14. Definition of the parameters of Weibull’s distribution for the failure

probability in the range of infinite–life strength

The calculated failure probabilities

P

R

are entered into Weibull’s coordinate mesh for

respective stress values

σ

N

. After approximating this set of points by a straight line,

parameters are obtained of this distribution,

η

and

β

. Figure 14 gives an example of test

results of rotating specimens (Fig. 11a) with calculated failure probabilities. With

approximated straight line, parameters

η

= 760 N/mm

2

(for the probability

P

R

= 0.632)

and

β

= 23 (the part on the ordinate for

∆

X

= 1) are obtained. For these parameters the

Weibull’s distribution of failure probability for

N

DV

= 5·10

6

is