Title: ME350 Static Machine Components
1ME 350 Static Machine Components
Lecture Note 10 Fluctuating Stress Fatigue
Criteria -- III Dr. Y.B. Guo Mechanical
Engineering The University of Alabama
2Todays Lecture
- Fluctuating Stresses Characterization
- Fatigue Failure Criteria _at_ Fluctuating Stress
- Examples
3Fluctuating Stresses Characterization
Repeated reverse stress
w
A
A
A
Neutral Axis
A
A
. . . .
4Fluctuating Stresses Characterization
Non-zero mean
5Fluctuating Stresses Characterization
Nomenclature smin smax sa sm sr
minimum stress
maximum stress
stress amplitude
midrange/mean stress
stress range
6Fatigue Failure Criteria
Derived from testing.
Tension
Modified Portion
Goodman relation considers fatigue failure
and _________________.
ultimate failure
sa
Modifications account for failure due to
__________.
sa
yielding
Points inside curve should not experience
__________ or ___________ failure.
sm
Compression
7Fatigue Failure Criteria
Sa ____________________
Amplitude Strength
Mean Stress
Compression Region -
___________ has little effect on Sa/Se
modified Goodman line
Tension Region -
Failure limit given by ______________________.
8Fatigue Failure Criteria
n safety factor
Soderberg Line
yielding
- Only the _______________ has a limit against
________.
Mean Strength
9Fatigue Failure Criteria
- Example
- A 1.5 dia. bar of AISI 1050 steel is to
withstand a fluctuating tensile load varying from
0 to 16 kip. The fatigue stress-concentration
factor Kf is 1.85 for 106 or larger life. Find
Sa and Sm and the safety factor against fatigue
using (a) Berger fatigue line (b) ASME-elliptic
line.
10Fatigue Failure Criteria
11Fatigue Failure Criteria