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 19
5t away from the hot spot ( Figure 6 ( c ) ) In order for a lower stress concentration
, rectangular cutout should always be oriented in the direction of major dynamic
stress , when the plate field is exposed to one dominant directional stress .
5t away from the hot spot ( Figure 6 ( c ) ) In order for a lower stress concentration
, rectangular cutout should always be oriented in the direction of major dynamic
stress , when the plate field is exposed to one dominant directional stress .
Page 218
THEORETICAL ANALYSIS OF NOTCH EFFECT where a is an original crack
length ( here , equivalent to notch depth ) and ry is plastic zone size . Ty is
determined according to the stress state at the crack tip . In case of plane stress
condition ...
THEORETICAL ANALYSIS OF NOTCH EFFECT where a is an original crack
length ( here , equivalent to notch depth ) and ry is plastic zone size . Ty is
determined according to the stress state at the crack tip . In case of plane stress
condition ...
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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 |