ESDU 88008
Fatigue limit of unnotched steels (related to tensile strength).
Abstract:
ESDU 88008 gives data for fatigue limit, or fatigue strength at high endurance for corrosion resistant steels which do not show a limit, for 240 different alloys. For axial, bending or torsional loading the relationship between the limit and the tensile strength is shown graphically and a statistical analysis defines a mean curve and curves for 10 and 90 per cent probability of survival with 95 per cent confidence. An example calculation illustrates how alternative values of probability and confidence can be used to define the limit. For axial loading the effect of the mean stress is shown. For the data under torsion a comparison is made with the prediction obtained by applying the von Mises criterion to the fatigue limit under bending. The material specifications, heat treatments and tensile strengths are tabulated together with the appropriate values of the fatigue limits obtained from the graphical presentation.
This Data Item is part of the 'Stress and Strength' Series. ESDU is currently seeking new Members to join the Committee that oversees that Series.
More information...
Indexed under:
 Austenitic Stainless Steels
 High Tensile Low Alloy Steels
 Low Tensile Low Alloy Steels
 Maraging Steels
 Precipitation Hardening Stainless Steels
Details:
Data Item ESDU 88008  

Format: 

Status: 

Previous Releases: 

ISBN: 

The Data Item document you have requested is available only to subscribers or purchasers.
 Subscribers login here.
 If you are not an ESDU subscriber you can
 find out how to subscribe, or
 purchase this Data Item from the IHS Standards Store.
The graphs listed below are available only to subscribers.
 Subscribers login here.
 If you are not an ESDU subscriber find out how to subscribe.
This Data Item contains 9 interactive graph(s) as listed below.
Graph  Title 

Figure 1  Mean curves for bending R = 1, axial R = 1, torsion R = 1 and axial R = 0 data. 
Figure 2  Specimens under bending loading, R = 1 
Figure 4  Specimens under axial loading, R = 1 
Figure 5  Distribution of data in Figure 4 about the mean line 
Figure 6  Specimens under torsional loading 
Figure 8  Mean line through torsional data compared with mean line through bending data modified by Von Mises 
Figure 9  Specimens under axial loading, R = 0 
Figure 11  Fatigue strengths of high alloy steels in bending (zero mean stress) 
Figure 12  Effect of mean stress on the fatigue limit of low alloy steels 