10. Max Utilization Ratio for combined load case was less than Max Utilization Ratio for a single l


Applies To
Product(s):AutoPIPE
Version(s):ALL;
Area: Calculations
Date Logged
& Current Version
April. 2014
09.06.00.15

Problem:

Original issue description: strength check on a  pipe (ex. 18 inch) riser under operating condition using AutoPIPE.

Results show that the Maximum Utilization Ratio for a single load case – bursting (ex. P5) was some value (ex. 0.62). However the Maximum Utilization Ratio for combined load case (Gravity +Temperature +Pressure) was a much smaller value (ex. 0.03). 

Why is the max combined UR value less than the max UR of a single load case?

Solution:

The interaction ratio or the utilization ratio can be loosely described as sum of squares of the ratio of applied stress to allowable plastic limits. As these stress ratios are lower than 1, squaring them would give you an even smaller number.

Example:

Following are the detailed calculations for the GRTP5_U{1} combination at point A03 (English Units) from an example model:

General

D          outer wall diameter =             18.00 in

t            wall thickness =             0.9842 in

fy           Characteristic material strength =             55416.02 psi

fu           Characteristic ultimate strength =             69896.59 psi

fcb         = Min[fy ; fu/1.15] 

              =  Min[55416.02 ; 60779.64] 

              =  55,416.02

Moment Term

γm           (Gamma m) =             1.15

γSC         (Gamma SC) =             1.26

MSd         (Design moment) =             131549.9 lb/in

αc   =  1.12

Mp(t2)  =             fy x (D-t)2 x t 

            =             55416.02 x (18.00-0.9842)2 x 0.9842

            =             15,792,236

Mterm  (Moment term) = γm x γSC x [MSd / (αc x Mp(t2))] 

                                     = 1.15 x 1.26 x [131549.9 / (1.12 x 15,792,236)]

                                     =  0.0107

Axial Force Term

SSd           (Design effective axial force) =             13930.13 lb

Sp(t2) =             fy x π x (D-t) x t 

           =             55416.02 x 3.14 x (18.00-0.9842) x 0.9842

           =             2,915,698

Fterm    (Force term) =  γm x γSC x [SSd / (αc x Sp(t2))]

                                  =   1.15 x 1.26 x [13930.13 / (1.12 x 2,915,698)]

                                  =   0.00467

Pressure Term

αp =             1-β 

     =             1 – 0.4635

     =             0.5365

pi  =             2538.16 psi

pe =             0.0 psi

pb(t2) =             [2 x t / (D – t)] x fcb x (2/30.5)

          =             [2 x 0.9842 / (18.00 – 0.9842)] x 55,416.02 x 1.155

          =             7,404.2

Pterm   (Pressure term) =             αp x [(pi – pe) / (αc x pb(t2))]

                                       =             0.5365 x [(2,538.16 – 0.0) / (1.12 x 7,404.2)]

                                       =             0.1642

 

Interaction ratio =        [Mterm + Fterm2]2 + Pterm2       

=             [0.0107 + 0.004672]2 + 0.16422

=             0.02707 (Result displayed by AutoPIPE)

See Also

DNV Piping Code Calculation

Bentley AutoPIPE