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 18
STRESS ANALYSIS PROCEDURE Stress analyses have been performed for
three basic load cases : unit tensile stress in X direction , unit tensile stress in Y
direction and unit in - plane shear stress . Load combinations are then carried out
to ...
STRESS ANALYSIS PROCEDURE Stress analyses have been performed for
three basic load cases : unit tensile stress in X direction , unit tensile stress in Y
direction and unit in - plane shear stress . Load combinations are then carried out
to ...
Page 34
The three curves represent a finite element model with 200 elements ( 8
elements in the hoop direction ) , 432 elements ( 12 elements in hoop direction )
and 800 elements ( 16 elements in the hoop direction ) , respectively . It is seen
that for a ...
The three curves represent a finite element model with 200 elements ( 8
elements in the hoop direction ) , 432 elements ( 12 elements in hoop direction )
and 800 elements ( 16 elements in the hoop direction ) , respectively . It is seen
that for a ...
Page 322
The base metal specimen was divided into TL and L - T according to crack
growth direction and the weld metal was classified by seam and girth weld metal .
For the CTOD specimens , LT means that fatigue crack grows transverse to the
rolling ...
The base metal specimen was divided into TL and L - T according to crack
growth direction and the weld metal was classified by seam and girth weld metal .
For the CTOD specimens , LT means that fatigue crack grows transverse to the
rolling ...
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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
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 |