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 232
... specimen against another ( Fig.4 ) , using a servohydraulic actuator supported from an external frame . A total of eight specimens were tested . Weave welded specimens were distinguished by a ' W ' prefix , stringer welded specimens ...
... specimen against another ( Fig.4 ) , using a servohydraulic actuator supported from an external frame . A total of eight specimens were tested . Weave welded specimens were distinguished by a ' W ' prefix , stringer welded specimens ...
Page 233
... specimens W1 and W5 , and for the stringer welded specimens S2 , S3 and S4 are presented in Table 4 and Fig.15 . As with the air tests , the crack path of the stringer welded specimens curved underneath the weld cap . The endurance of ...
... specimens W1 and W5 , and for the stringer welded specimens S2 , S3 and S4 are presented in Table 4 and Fig.15 . As with the air tests , the crack path of the stringer welded specimens curved underneath the weld cap . The endurance of ...
Page 259
... specimens gave higher CTOD values than the through thickness notch . This difference is partly related to the ... specimens had the same overall dimensions and initial crack size . Four specimens were tested at room temperature with ...
... specimens gave higher CTOD values than the through thickness notch . This difference is partly related to the ... specimens had the same overall dimensions and initial crack size . Four specimens were tested at room temperature with ...
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