Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 199
... Stress ( Pa ) £ 2.00E + 08 Stern Impact Bow Impact 0.00E + 00 -2.00E + 08 o.bo 0.02 0.04 0.06 0.08 0.10 0.12 -4.00E ... stress - strain curves for impacted brace during initial collision Figures ( 9 ) and ( 10 ) show the maximum stress ...
... Stress ( Pa ) £ 2.00E + 08 Stern Impact Bow Impact 0.00E + 00 -2.00E + 08 o.bo 0.02 0.04 0.06 0.08 0.10 0.12 -4.00E ... stress - strain curves for impacted brace during initial collision Figures ( 9 ) and ( 10 ) show the maximum stress ...
Page 589
... stress concentrations . However , it does represent the load path so that the long - term stress distribution has the proper shape . In other words , the magnitude of the stress may be approximate but the relative magnitude of stress ...
... stress concentrations . However , it does represent the load path so that the long - term stress distribution has the proper shape . In other words , the magnitude of the stress may be approximate but the relative magnitude of stress ...
Page 620
... STRESS HISTORIES - TEST SEQUENCE D - F 700 FIGURE 10 - GLOBAL VIEW OF FEM MODEL INCLUDING STORAGE DRUM The results ... stress ( MPa ) 600 500 400 300 200 150 100 200 100 -be - a be - b be - aa be - bb be - aa - us -be - a - usap be - bb ...
... STRESS HISTORIES - TEST SEQUENCE D - F 700 FIGURE 10 - GLOBAL VIEW OF FEM MODEL INCLUDING STORAGE DRUM The results ... stress ( MPa ) 600 500 400 300 200 150 100 200 100 -be - a be - b be - aa be - bb be - aa - us -be - a - usap be - bb ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine