FRP - Sh (Design Stress _ BS-7159)

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!