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Jayem
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Finland
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November 2002
Headbolts from metallurgist point of view. Wed, 22 October 2003 18:00 Go to next message
What makes headbolts, flywheelbolts, conrod bolts, etc. special? What is the strenght grade for before mentioned bolts (bigger than 8.Cool?

I know that some cars (some opels for example) require "stretching bolts" for head(I hope that's correct term). Why is that so?

What makes ARP bolts so renowned? Quality is obvious point. Are ARP bolts forged?

What kind of metals are these bolts made of? How are these bolts hardened? surface hardened?
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Lambolica
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August 2002
Re: Headbolts from metallurgist point of view. Thu, 23 October 2003 03:15 Go to previous messageGo to next message
From a structural steel point of view most buildings that contain steel work use 4.6 grade bolts for connections (4.6 being the common bolt grade for automotive use) for connections that have high tensile or shear loads 8.8 bolts are specified for their higher tensile strength (ie can be done up tighter without stretching as much) similar to the shear that would be created in flywheel bolts etc 8.8 bolts.
I believe that 4.6 & 8.8 bolts are all mild steel with 8.8 having a diffrent treatment in the moulding (Hardening)
I'll look up the specs and post them.
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Mr DOHC
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October 2002
 
Re: Headbolts from metallurgist point of view. Thu, 23 October 2003 11:29 Go to previous messageGo to next message
u mean torque to yeild bolts for the stretch ones, these are the ones that must be replaced everytime a H.G is done
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Jayem
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Location:
Finland
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November 2002
Re: Headbolts from metallurgist point of view. Thu, 23 October 2003 13:05 Go to previous message
I know that strenght for example 8.8(X.Y) can be calculated:


tensile strength=100*X
yield strength=10*X*Y


Strength grade__________4.6_4.8_5.6_5.8_6.8_8.8_9.8_10.9_12 .9___
Max tensile strength____400_400_500_500_600_800_900_1000_1200_ __
Max yield strength______240_320_300_400_480_640_720_900__108 0___

Tensile strength and yield strength in MPA's

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