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 . that for D.30 pipe as compared in Fig . 20. Hence , the increasing of local compressive prestraining by prebending could reduce the critical displacement with respect to ...
18 Testing method and procedure of cyclic bending of pipe . that for D.30 pipe as compared in Fig . 20. Hence , the increasing of local compressive prestraining by prebending could reduce the critical displacement with respect to ...
Page 100
1 Pipe n - value and fault movement is analyzed . ... Moreover effectiveness of the application of the line pipes to a buried pipeline constructed at areas where the lateral spreading or the fault movements are analyzed , which line ...
1 Pipe n - value and fault movement is analyzed . ... Moreover effectiveness of the application of the line pipes to a buried pipeline constructed at areas where the lateral spreading or the fault movements are analyzed , which line ...
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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 flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load 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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835367, 9780791835364 |
| Export Citation | BiBTeX EndNote RefMan |