Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 94
The test was conducted on two pipes varied with prebending level on account of
considering the effect of degree of compressive prestrain on pipe performance by
following reverse - bending ; load point displacement De under prebending ...
The test was conducted on two pipes varied with prebending level on account of
considering the effect of degree of compressive prestrain on pipe performance by
following reverse - bending ; load point displacement De under prebending ...
Page 95
18 Testing method and procedure of cyclic bending of pipe . - 40 - 30 - 20 - 100
Load point displacement , D ( mm ) Fig . 19 Load P and load point displacement
D curves for Dc30 and D 40 pipe under cyclic bending , and micrographs near
the ...
18 Testing method and procedure of cyclic bending of pipe . - 40 - 30 - 20 - 100
Load point displacement , D ( mm ) Fig . 19 Load P and load point displacement
D curves for Dc30 and D 40 pipe under cyclic bending , and micrographs near
the ...
Page 96
85 RO . 1 m R0 . 2 STPT370 pipe steel Ductile crack initiation from specimen
surface Smooth Equivalent plastic strain , Ep . : Center Upper level : Ductile crack
initiation from specimen R2 center Surface R1 Lower level ! 0 . 3 0 . 6 0 . 9 1 . 2 1
.
85 RO . 1 m R0 . 2 STPT370 pipe steel Ductile crack initiation from specimen
surface Smooth Equivalent plastic strain , Ep . : Center Upper level : Ductile crack
initiation from specimen R2 center Surface R1 Lower level ! 0 . 3 0 . 6 0 . 9 1 . 2 1
.
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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Common terms and phrases
analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield