Coiled tubing (CT) endures unique cyclic stress and strain histories.
The loading imposed on pressurized CT can trigger deformation mechanis
ms resulting in incremental plastic diametral growth and elongation. T
his growth occurs despite the fact that both the hoop stress and net a
xial stress from tension are well below the material yield stress. The
most dominant factors controlling the deformation behavior of CT are
the bending/straightening cycles associated with the spool and goosene
ck. The interaction of the bending stresses and strains with those fro
m axial loading and pressure result in plastic elongation and diametra
l growth. Severe cyclic plasticity imposed by these events actually ch
anges the structure of the CT material, causing a corresponding change
in mechanical properties. The material properties in a section of CT
along a string are thus dependent upon the localized service loading h
istory. The operating parameters that control the loading on a section
of CT are discussed in terms of the tubing geometry, the above-surfac
e deployment equipment and the subsurface environment. With the load h
istory characterized in terms of imposed stresses and strains, mechani
sms that lead to diametral growth and elongation are demonstrated from
the standpoint of simple material plasticity models. Refined models a
re described, based on more sophisticated plasticity relations, capabl
e of characterizing transient behavior and multiaxial effects. Implica
tions from these results for depth calculation are discussed.