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 69
530 550 570 590 610 630 650 Yield strength ( MPa ) Fig . 15 Distribution of yield strength of base material in mass production of the X80 linepipes . 99.99 99.9 Base metal HAZ Weld metal o oco X -- 99 95 90 ferent type of tensile ...
530 550 570 590 610 630 650 Yield strength ( MPa ) Fig . 15 Distribution of yield strength of base material in mass production of the X80 linepipes . 99.99 99.9 Base metal HAZ Weld metal o oco X -- 99 95 90 ferent type of tensile ...
Page 229
A yield strain of steels was generally set as 0.02 for advanced indentation . But , the real yield strain for lower yielding point was fluctuated from 0.017 to 0.023 at the results of the uniaxial tensile test . Therefore , the yield ...
A yield strain of steels was generally set as 0.02 for advanced indentation . But , the real yield strain for lower yielding point was fluctuated from 0.017 to 0.023 at the results of the uniaxial tensile test . Therefore , the yield ...
Page 409
These are : ( p ) where is the plastic part of the rate of Green's strain tensor , and ì is a scalar function depending on the current stress and strain , and on the stress rate . The hardening rule defines the change of the yield ...
These are : ( p ) where is the plastic part of the rate of Green's strain tensor , and ì is a scalar function depending on the current stress and strain , and on the stress rate . The hardening rule defines the change of the yield ...
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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 |