Dear all,
Thanks Samsul for your help
(I wish you will be success in the new company
)
Actually i have considered to analyze unburied offshore pipeline along its route with Y+ (with friction) support. I would like to know your opinion whether it is unnecessary or not because during analysis i found unconvergence error in my model.
As in this forum (discussion topic about unconvergence), this type of unconvergence is due to existence of many Y+ support and its friction coefficient. I doubt to change Y+ to be Y without friction coefficient (based on recommendation as stated in the discussion forum). Is it quite accurate?
May i change the seabed support to be soil model with "zero" burial depth instead of Y+ support?
Please enlighten me, again
Thanks.