Posted by: rliberato
FRP - Sh (Design Stress _ BS-7159) - 01/20/11 08:28 AM
Dear Srs.,
Just to have an idea, what is the mean value for the Sh (allowable design stress) used in BS-7159 code?
The pipe vendor provided a value equal to 14MPa. Very low, isnīt it?
Thank you very much.
Roberto
Posted by: corne
Re: FRP - Sh (Design Stress _ BS-7159) - 01/22/11 01:57 AM
A value of 14 MPa for FRP allowable hoop stress seems low indeed. I would expect a value of approx 60-70 MPa or something like that. However you're bound to the information given by the pipe vendor as allowable stress depends on a lot of things, like for example winding angle and base materials used. If the pipe is made for non-pressurized usage the winding angle may be far of from 55 degrees and may provide much axial strength and less hoop strength.
Posted by: Nayakkar
Re: FRP - Sh (Design Stress _ BS-7159) - 01/22/11 06:30 AM
As per section 4 clause 4.3.1 of BS7159
Allowable stress = axial design strain x axial modulus of elasticity.
properties will depend on manufacturing.
Posted by: rliberato
Re: FRP - Sh (Design Stress _ BS-7159) - 01/26/11 07:01 AM
Ok, thank you you all.
So as per section 4 clause 4.3.1 of BS7159 my Sh will be:
Sh = 0,325% * 14572MPa = 47MPa (both parameters provided by the pipe vendor)
47MPa for Sh is more coherent!
Regards,
Roberto
Posted by: corne
Re: FRP - Sh (Design Stress _ BS-7159) - 01/26/11 09:54 AM
Maybe the manufacturer isn't convinced about his material strength, or he has determined the allowables in a different way in comparison to BS7159. Without more information we can't solve this for you. Only thing I can say is that 14MPa is very low, 47MPa is average and about 60 to 70 MPa is expected in my opinion, see also my post above.
Posted by: rliberato
Re: FRP - Sh (Design Stress _ BS-7159) - 01/26/11 05:40 PM
Oh right!
It helps me a lot.
Thank you very much.
Regards!