Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 109
... inspection period of these structures . On the other hand , in hot summer , the temperatures may rise as high as 313K . Therefore , some structures may experience very low temperatures in winter and very high temperatures in summer ...
... inspection period of these structures . On the other hand , in hot summer , the temperatures may rise as high as 313K . Therefore , some structures may experience very low temperatures in winter and very high temperatures in summer ...
Page 115
... inspection period of A537 steel structures served in low temperature environment , and it can also be advised to be a low temperature fatigue safety index for A537 steel structures . The only paper which deals with temperature effect on ...
... inspection period of A537 steel structures served in low temperature environment , and it can also be advised to be a low temperature fatigue safety index for A537 steel structures . The only paper which deals with temperature effect on ...
Page 116
... inspection and repair period of the structures . As an application , this temperature dependent FCP theory is used successfully to describe the crack growth rates of offshore structural steel A537 at different temperatures , yielding ...
... inspection and repair period of the structures . As an application , this temperature dependent FCP theory is used successfully to describe the crack growth rates of offshore structural steel A537 at different temperatures , yielding ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone