Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 78
Page 125
In addition , there is an argument on the reliability of the m - value determined by
the iteration procedure . Gao , et al . [ 43 ] has pointed out that the shape
parameter m determined by a conventional iteration procedure is non - unique in
the ...
In addition , there is an argument on the reliability of the m - value determined by
the iteration procedure . Gao , et al . [ 43 ] has pointed out that the shape
parameter m determined by a conventional iteration procedure is non - unique in
the ...
Page 231
The procedure is based on computational tools , and small and mid scale testing
of components . The procedure has been validated against full scale dynamic
tests . DEVELOPMENTS OVER THE PAST TEN YEARS Ten years ago design ...
The procedure is based on computational tools , and small and mid scale testing
of components . The procedure has been validated against full scale dynamic
tests . DEVELOPMENTS OVER THE PAST TEN YEARS Ten years ago design ...
Page 242
Strain controlled loading is not well covered by current assessment procedures .
For this reason full scale testing of girth welded pipe models was undertaken and
a fracture assessment procedure was validated . an implied limit stress .
Strain controlled loading is not well covered by current assessment procedures .
For this reason full scale testing of girth welded pipe models was undertaken and
a fracture assessment procedure was validated . an implied limit stress .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
45 other sections not shown
Other editions - View all
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