![]() | Calculates the maximum, minimum, and average hi-lo, CL eccentricity, and SCF | |
| (stress concentration factor) and identifies the corresponding joints | ||
![]() | Selects a subset of any desired number of pipe joints that result in the best SCF | |
![]() | Calculates the maximum, minimum, and average hi-lo, CL eccentricity, and SCF of the | |
| selected subset and identifies the corresponding joints | ||
![]() | Considers any random joint, any end (to be) welded to any random joint, any end, | |
| based on either the OD or ID and on any desired SCF formula | ||
![]() | Example, No. of iterations to determine the hi-lo, eccentricity, and SCF |
![]() | 100 joints: ~40,000 | |
![]() | 500 joints: ~1,000,000 |
![]() | Example, No. of iterations to select half of the pipe joints with the best SCF |
![]() | Selecting 50 of 100 joints: ~310,000 | |
![]() | Selecting 250 of 500 joints: ~35,000,000 |
![]() | It is nearly impossible to perform this analysis using spreadsheets |
![]() | Verifying that the maximum calculated SCR doesn't exceed the SCF assumed in the | |
| design | ||
![]() | Determining the additional margin on fatigue life (if any as per the calculated SCF) | |
![]() | Determining whether machining of the pipe ends is required--eliminating machining |
![]() | Saves cost | |
![]() | Saves time | |
![]() | Prevents loss of wall thickness (detrimental for strength and ECA in particular) | |
![]() | Eliminates the risk of potential crack starters |
![]() | Selecting the best joints to send offshore for installation while keeping the rest | |
| onshore for spares (such as a spare riser) | ||
![]() | Eliminating the logistics, cost, likely errors, and time of |
![]() | Pipe joint sorting (certain joints in sequence) | |
![]() | End matching (rotating the joints for best fit) |
![]() | Selecting the best joints (groups) to put in the high fatigue zones such as the riser | |
| sagbend, hang off, and hog bend |





