Environmental Engineering Reference
In-Depth Information
Symbols
σ - stress
σ
m
- membrane stress
σ
b
- the total bending stress
σ
a
- stress amplitude
σ
QF
- local stress amplitude, taking stress concentration into account
(σ
F
)
max
- maximum reduced conventional elastic stress cycle, taking into
account the concentration of conventional elastic stresses
[σ] - nominal permissible stress
R
m
- tensile strength
R
p
0.2
- yield stress
R
-1
- endurance limit for symmetric tension-compression cycles
Z
- the relative reduction in area of the cross-section of the sample for tensile
tests to failure
E
- modulus of elasticity (Young' modulus)
N
- number of loading cycles of the structural element in service
N
p
- number of cycles to fatigue crack initiation
a
- cumulate fatigue damage
F
- neutron fluence with energy > 0.5 MeV
A
p
- coefficient of radiation embrittlement
K
1
- stress intensity factor
K
1
C
- critical stress intensity factor;
n
0.2
- safety factor for yield strength;
n
m
- the safety factor for ultimate strength;
n
σ
- safety factor for stress when calculating fatigue resistance
n
N
- safety factor for the number of loading cycles when calculating fatigue
resistance
n
1
K
- the safety factor for
K
1
C
in the calculation of brittle fracture resistance.
1.2 Basic terms and formulas of reliability theory,
probability theory and mathematical statistics
1. 2.1 Reliability measures and information from
probability theory
The most important measures of the reliability of non-repairable items are
reliability parameters
which include:
• reliability function;
• probability density function;
• failure rate;
• mean time to failure.
Reliability measures are presented in two forms (definitions):
• statistical (sample estimate);
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