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 169
... depth of 3.6 m , the failure mode of the transverses is similar to the case of penetration depth of 3 m . ( 2 ) Strain Energy in Bottom Structure Total strain energy at time 6 sec , after the rock progresses 30.9 m , is 710 , 820 and ...
... depth of 3.6 m , the failure mode of the transverses is similar to the case of penetration depth of 3 m . ( 2 ) Strain Energy in Bottom Structure Total strain energy at time 6 sec , after the rock progresses 30.9 m , is 710 , 820 and ...
Page 190
... depth development . The distribution function of the crack depth is calculated as function of time . The probabilistic fracture mechanics model has 15 basic variable . Each variable is defined by distribution function and related ...
... depth development . The distribution function of the crack depth is calculated as function of time . The probabilistic fracture mechanics model has 15 basic variable . Each variable is defined by distribution function and related ...
Page 13
... Depth of Welding ( ft ) 0 20 40 0,12. 1997 OMAE Volume III , Materials Engineering ASME 1997 ABSTRACT The increase of depth in underwater wet welding affects the weld metal chemical composition and is responsible for increasing the ...
... Depth of Welding ( ft ) 0 20 40 0,12. 1997 OMAE Volume III , Materials Engineering ASME 1997 ABSTRACT The increase of depth in underwater wet welding affects the weld metal chemical composition and is responsible for increasing the ...
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