Subsea pipelines and deepwater risers are critical components in offshore oil and gas production, often subjected to extreme internal pressure during operation and hydrotesting. This study proposes a rigorous theoretical model for stress-strain analysis on open-end thick-walled cylinders subjected to uniform internal pressure within a large deformation framework. By combining specific constitutive relations, compatibility and equilibrium equations, a numerical solution is developed and systematically validated against classical small-deformation analytical methods as well as linear and nonlinear finite element models. The proposed large-strain formulation shows excellent agreement with small-strain analytical results under small deformation conditions, confirming mutual validity in the small-strain regime. However, as the tube experiences post-yield expansion, the small-deformation solution exhibits significant deviations due to the unaccounted geometric nonlinearities, whereas the large-strain approach maintains high accuracy. This work extends large-deformation analysis to open-end boundary conditions, providing a validated analysis method for the design and integrity assessment of pipelines and other pressure-containing structures in scenarios involving substantial post-yield expansion of hollow cylinders.
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Li et al. (2026) studied this question.
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