Reeling has proven to be an efficient and cost effective method for offshor
e pipelaying. During the reeling process the pipe undergoes deformation tha
t can strain the material by 1-2%. The existing failure assessment methods
often turn out to be too conservative to allow such a strain level in the s
tructure. The amount of conservatism can be significantly reduced by using
a new failure assessment approach developed by SINTEF. This approach depend
s on finite element calculations for establishing the non-linear fracture m
echanics parameters and the stress and strain distributions in the pipe. Th
e present study addresses the performance of shell and line spring finite e
lements as a cost effective tool for performing such numerical calculations
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