Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations KootK on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

How to compare percentage elongation of steel 1

Status
Not open for further replies.

Alan John

Mining
Jan 25, 2018
3
Hi,

I'm trying to compare the mechanical properties of aisi 8620 steel against a British Standard. All of the data sheets list a percentage elongation using a gauge length of 2 inches (typically 16%). However the British Standard gives a minimum requirement of 19% with a gauge length of 5.65√s0. What is the effect of the different gauge length? Can i directly compare the two?

Thanks
 
Replies continue below

Recommended for you

First of all, it appears that you are trying to compare a data sheet stating typical properties with a spec that has minimum properties. You can't do that. Second, I don't understand the units you have provided for the gauge length in the British Standard.
 
The data sheets are giving actual (not typical) elongation values and the British Standard gauge length is defined as: Gauge length = 5.65 √So (i.e. 5.65 x square root of the original cross-sectional area).
 
The stated values are not directly comparable between gage length values and values obtained by formula based on sample geometry.
 
Gauge length of 2 inches is normally 4D, while 5.65√s0 is 5D. In this case, the specimen is machined to .5'', 4D=2'', 5D=2.25''. Normally 4D will give you a bit higher elongation.
 
5.65√So = 5D, which makes it a standard DP5 round test bar. A longer gauge length might give you a bit longer elongation.
 
Generally speaking, shorter gauge length leads to a higher percentage of elongation, reason being the portion near breaking always deformed /elongated more, while the measured elongation is the average of the whole gauge length.
 
A conversion of elongation values on various gauge length (proportional or non-proportional) to other gauge lengths is given in ISO 2566. Part 1 applies to carbon and low-alloy steels with tensile strength from 300 to 700 MPa.
To compare values obtained on non-proportional to proportional gauge lengths the cross section of the test specimen has to be considered.
 
Thanks everybody. Your replies have been very helpful.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor