Abstract
Many pipeline systems, in addition to catering for thermal expansion conditions, have to carry internal pressure loading. An approximate theoretical analysis is given for the pure creep of a smooth curved pipe bend under fixed ratios of combined pressure and in-plane bending. The bend is circular in cross-section and of constant thickness. An energy method designated type 1, coupled with a simple n-power constitutive relationship, is used and implemented by direct minimization techniques.Selected deformation and stress results are presented as possible design factors for a number of the geometric and material parameters. For part of the geometric spectrum, large displacement effects are significant and lead to non-steady creep behaviour. Consequently there is not a direct analogy with elasticity, although linear elastic results can nevertheless be identified. Other special cases of loading or geometry are reducible from the general case.
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