Thought I'd ask here as a specific thread:
Can someone explain why ERW is better than non ERW steel please?
Thanks in advance.
Stewart
Electric Resistance Weld (ERW)
It means its got a welded seam.
"Why is it Better" Depending on the aplication, its not.
If you mean is it better than RHS rectangular hollow section ? then its often the same thing.
[Edited on 19/5/07 by big_wasa]
Who said it was better?
If by non ERW do you mean CDS, then generally CDS is heavier because of the wall thickness but also stronger and more expensive.
ERW is mostly thinwall tube and is cheap to make and buy.
Does that help any?
Cheers
Alex
quote:
What is special about ERW Steel???
Thanks for the help guys, I ask because on the Haynes Roadster forums we were talking about steel suppliers and one of the guys said "make sure
you get ERW". And it's confused me as to why it's better than non ERW for chassis building
http://www.haynes.co.uk/forums/showthread.php?t=152
quote:
Originally posted by omega 24 v6
quote:
What is special about ERW Steel???
you can build chassis from it that's why its special
quote:
Originally posted by CAD Monkey
Thanks for the help guys, I ask because on the Haynes Roadster forums we were talking about steel suppliers and one of the guys said "make sure you get ERW". And it's confused me as to why it's better than non ERW for chassis building
http://www.haynes.co.uk/forums/showthread.php?t=152
So that's it then? Just cost and therefore weight? I did wonder why some of the suppliers said they only supplied 2.0mm wall thickness - I take it these must not have been ERW, but the stronger weightier stuff...
quote:
Talking about chassis, how is your 442 coming along?
ERW means Electric Resistance Welded.
What this means is that the edges are forced together in the manufacturing process and an electric current is passed through to heat and weld the
edges together.
ERW is the cheapest way of forming tube, in the piping industry it would rarely be considered to have a joint quality factor greater than 0.85 where
seamless tube has a factor of 1.
Why I think people may be going on about ERW is that the tube they use all happens to be ERW, and there's nothing special at all about the
process.
Of more importance for our application is the grade of the material, regular low carbon steel tube can have tensile strength in the range 250MPa to
450PMa typically what most people use is (here in Australia at least) 350MPa material.
Typically the bright finished material you might find is the weaker grade material as it is made for use in furniture etc where easy bending is a
manufacturing requirement. Not what you want in a car frame.
Here in Australia the GR350 material has a rougher finish and is pretty much all painted blue.
I've not kept up with the UK steel grades but your supplier should be able to tell you what grade the material is that he has to supply.
Hopefully someone here can inform us on the UK grading system.
Some people may not think the whole grade issue matters that much, and in daily driving it probably doesn't but when you're going through a
hedge backwards the extra strength could well come in handy
quote:
Originally posted by CAD Monkey
So that's it then? Just cost and therefore weight? I did wonder why some of the suppliers said they only supplied 2.0mm wall thickness - I take it these must not have been ERW, but the stronger weightier stuff...
Just occasionally you get non welded tube. This looks like ERW but has no weld, it's just wrapped into a shaped and the ends left butting
together.
This kind of tube is usually used were the application is decorative or where there is some other reason not to weld up the joint.
This kind of tube is not appropriate for an significant loading.
quote:Speedyxjs, have you actually bought tube yet or started to build? If not, you might want to consider staying with 1.6mm wall but going up in tube size - ie 30 or 35mm. Going up in wall thickness will gain you plenty of extra weight and not much extra strength. From a recent discussion on another board, here's some comparative numbers:
Originally posted by speedyxjs
Im using 25mm square by 2.5 thick rhs and 20 square by 2 thick because im using a bigger engine than the book and i would prefer to carry some extra weight and have a stronger car
code:
Section kg/m Bending Torsion
25x25x1.6 1.12 0.78 1.54
25x25x2.5 1.64 1.08 2.07
30x30x1.6 1.38 1.16 2.32
35x35x1.6 1.63 1.62 3.26
50x50x1.6 2.38 3.44 7.03
You are confusing strength and stiffness.
Going up in wall thickness will increase the STRENGTH of any given tube, but have very little effect on the stiffness.
Going up in tube size and keeping the same wall thickness increases the bending STIFFNESS but has no effect on the strength.
They are two very distinct and different things. Which many people confuse.
David
quote:
Originally posted by flak monkey
You are confusing strength and stiffness.
Going up in wall thickness will increase the STRENGTH of any given tube, but have very little effect on the stiffness.
Going up in tube size and keeping the same wall thickness increases the bending STIFFNESS but has no effect on the strength.
They are two very distinct and different things. Which many people confuse.
David
Thanks for the replies chaps, I guess I'll be going for ERW 25x25 1.6 as I intend to use a 2.0 Zetec.
Thanks again!