Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 2-3American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 185
... Initiation on LBulkhead C.O.S.Tank and New Double Side Design showed similar results . On the other hand , Unidirectional Girder Stiffening design showed rather different pattern . Maximum peak resistance just before the rupture initiation ...
... Initiation on LBulkhead C.O.S.Tank and New Double Side Design showed similar results . On the other hand , Unidirectional Girder Stiffening design showed rather different pattern . Maximum peak resistance just before the rupture initiation ...
Page 186
... initiation of rupture . Effective unsupported span of side shell under the original collision condition might be ... initiation on side shell and on longitudinal bulkhead are shown in Figures 13 to 16 . STE VLCC Collide to B Linge Lowa ...
... initiation of rupture . Effective unsupported span of side shell under the original collision condition might be ... initiation on side shell and on longitudinal bulkhead are shown in Figures 13 to 16 . STE VLCC Collide to B Linge Lowa ...
Page 238
... Initiation life N1 W2 200 412,179 cycles W3 207 W4 191 Through wall thickness life N3 1,369,151 cycles . Test stopped at recorded depth of 18mm Comments Possible overload No sign of initiation after 3,085,000 cycles Possible overload ...
... Initiation life N1 W2 200 412,179 cycles W3 207 W4 191 Through wall thickness life N3 1,369,151 cycles . Test stopped at recorded depth of 18mm Comments Possible overload No sign of initiation after 3,085,000 cycles Possible overload ...
Contents
SPECTRAL MODELLING OF WAVES | 1 |
RISK ANALYSIS | 33 |
PROBABILISTIC MODELLING OF WAVES | 99 |
Copyright | |
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alloys aluminium analysis applied ASME assessment base metal bending brittle fracture calculated coefficient corrosion fatigue crack arrestability crack depth crack growth crack tip CTOD curve damage defects deformation dent Det Norske Veritas developed distribution dynamic earthquake effect energy Engineering equation estimated evaluated factor failure fatigue crack Figure fracture mechanics fracture toughness frequency function heat increase initiation inspection Japan maintenance martensitic material maximum mbar measured mechanical properties method notch observed obtained offshore structures OMAE parameters peening performed pipe plastic platform prediction pressure procedure ratio reliability response risers S-N curve safety sea water seismic shielding gas ship shown in Fig simulation single-sided welds specimens spectra spectrum statistical steel plate strain stress range surface Table temperature tensile toughness tubular underwater underwater welding vertical wave height Weibull distribution weld metal welded joints width yield strength yield stress