Although powder metallurgy
industry standards (Refs 1, 2) provide useful physical and mechanical property
design data for engineers familiar with the PM process, those less experienced
with this manufacturing process may benefit from additional guidance. The following
sections offer some guidelines to consider when using the conventional powder
metallurgy process [not metal injection molding (MIM) or hot isostatic pressing
(HIP)] for a new product design.
Part Size—the size limitation
of PM parts is based on powder compressibility and press tonnage. The typical
steel PM part will satisfy the following characteristics:
References
1—MPIF Standard 35 "Materials Standards for PM Structural Parts"
2—ISO5755:2001 "Sintered metal materials—specifications"
3—"Powder Metallurgy Design Manual" (published by MPIF)
4—"Introduction to Powder Metallurgy: The Process and its Products"
(published by EPMA)
Designing Sintered Components: Some Dos and Don'ts

FATIGUE DESIGN CONCEPTS FOR POWDER METAL PARTS
Powder metal
has significantly different stress-strain and notch sensitivity from wrought
steels.Therefore to obtain the most cost effective solution using PM parts
it is essential that these are well understood by the design engineer, and
that PM data is used correctly in design calculations.
In structural fatigue analysis of Powder Metal (PM) components, there
are strong arguments for adopting a local stress design concept.
The analysis of PM materials differs significantly from that of, for instance,
wrought materials principally in terms of two issues: notch sensitivity
and the correction for the effect of mean stress.
Notch Sensitivity
Porous PM materials are relatively insensitive to the influence of external
notches. The following figure summarizes reported information on the notch
sensitivity (i.e., the ratio of fatigue strength in notched and un-notched
states) of PM materials in axial and bending modes as a function of the stress
concentration factor, Kt, of the external notch. It can be seen that notch
sensitivity of PM materials is particularly low in the bending mode.

The low notch sensitivity of fatigue endurance limit in bending mode of PM steels, compared with those of both wrought steels and nodular cast irons, is demonstrated, as follows:

Mean stress
correction
To assess the influence of mean stress on fatigue endurance limit of a
PM material, it is necessary to have the results of fatigue tests carried
out for at least two different values of stress ratio, R ( = smin/smax). The
database contains information, for certain material grades, on fatigue endurance
limit at values of R other than -1. On the basis of these data, Haigh diagrams
can be contructed to interpolate or extrapolate to the mean stress or R ratio
of interest. The following normalized Haigh diagrams have been constructed
to summarize the reported data for influence of mean stress on fatigue endurance
limit, in axial and bending loading modes. All reported relationships for
PM materials fall within the limits of the pairs of lines on these diagrams.

Compared with
wrought steels, PM materials are relatively sensitive to changes in mean
stress; their response is much more comparable with that of cast irons. PM
materials are therefore particularly suited to fatigue loading regimes with
negative values of R, i.e., with loading being predominantly compressive.
Further supporting detail on fatigue design of PM parts is available from
the following document (right click and choose 'Save target as...'):
Rolling Contact Fatigue (RCF) behavior of PM materials
The controlling factor in rolling contact fatigue is the Hertzian contact
stress. The Hertzian contact stress, S, between two parallel cylindrical rollers,
for instance, is given by the relationship:- S = [0.35F (1/r1 + 1/r2)]/[b
(1/E1 + 1/E2)] where F is the applied load, r1 and r2 are the radii of the
two rollers respectively and E1 and E2 are the moduli of elasticity for the
two roller materials respectively.
PM materials below full density have an elastic modulus lower than that of
conventional steels. So, for a given load, these materials operate at a lower
Hertzian stress. It is therefore important to use the correct elastic modulus
when carrying out design calculations on PM materials.
The following table shows the relationship between E and density level for
ferrous PM materials:
|
Units
|
|||||||
|
Density
|
gm/cm³
|
6.6
|
6.8
|
7.0
|
7.2
|
7.4
|
7.86
|
|
Young's
Modulus
|
Gpa
|
114
|
126
|
140
|
154
|
169
|
206
|
|
Young's
Modulus
|
106
psi
|
16.5
|
18.3
|
20.3
|
22.3
|
24.5
|
29.9
|
This issue is discussed
in more detail in the following downloadable document (right click and choose
'Save target as...'):