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 187
... considered to be almost negligible from practical point of view . Moreover , the percentage may be reduced when energy absorbed by rigid body motion of the struck ship , etc. is considered . It can be concluded that the ordinary bulbous ...
... considered to be almost negligible from practical point of view . Moreover , the percentage may be reduced when energy absorbed by rigid body motion of the struck ship , etc. is considered . It can be concluded that the ordinary bulbous ...
Page 224
... considered to have a potential crack , are checked by a visual inspection method and if a crack damage is found in an element then it is replaced by a perfect one . The progressive fatigue failure of the structural system is considered ...
... considered to have a potential crack , are checked by a visual inspection method and if a crack damage is found in an element then it is replaced by a perfect one . The progressive fatigue failure of the structural system is considered ...
Page 37
... considered for this offshore joining . Acceptable miss - alignment height was less than 2mm . Determination of nozzle structure and shielding condition were considered to satisfy this set - up error . A consideration on accuracy of ...
... considered for this offshore joining . Acceptable miss - alignment height was less than 2mm . Determination of nozzle structure and shielding condition were considered to satisfy this set - up error . A consideration on accuracy of ...
Contents
SPECTRAL MODELLING OF WAVES | 1 |
RISK ANALYSIS | 33 |
PROBABILISTIC MODELLING OF WAVES | 99 |
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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