Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 4
... lower shelf behaviour which is based on a lower bound to the ' Master Curve ' method ( 15 ) . Alternatively , the full ' Master Curve ' method can be applied with the user selecting an appropriate level of failure probability . Thirdly ...
... lower shelf behaviour which is based on a lower bound to the ' Master Curve ' method ( 15 ) . Alternatively , the full ' Master Curve ' method can be applied with the user selecting an appropriate level of failure probability . Thirdly ...
Page 27
... lower of STEP 1 and 2 , it would be conservative to use K , from STEP 3 . However , since the procedure is highlighting an outlier , a judgement has to be made as to its significance . If the data set is large and the fit to the assumed ...
... lower of STEP 1 and 2 , it would be conservative to use K , from STEP 3 . However , since the procedure is highlighting an outlier , a judgement has to be made as to its significance . If the data set is large and the fit to the assumed ...
Page 29
... lower estimates of Kmat . 3. As the mml procedure is biased towards the lower tail of the fracture toughness distribution , care is required in discriminating between Kmat estimates made from the lowest value in the data set ( STEP 3 ...
... lower estimates of Kmat . 3. As the mml procedure is biased towards the lower tail of the fracture toughness distribution , care is required in discriminating between Kmat estimates made from the lowest value in the data set ( STEP 3 ...
Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
OMAE99MAT2041 | 9 |
OMAE99MAT2042 | 19 |
Copyright | |
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absorbed energy analysis Arctic Engineering July ASME assessment austenite base metal behavior bending brace CGHAZ Charpy impact Charpy impact test chord component composite material Conference On Offshore copper backing Copyright CTOD value curve cyclic defects developed dynamic effect Engineering July 11-16 equations equivalent CTOD evaluated fatigue tests ferrite fiber fire flux fracture toughness geometry GMAW GTAW HAZ toughness heat input increase intumescents iteration matrix maximum mechanical properties Mechanics and Arctic method microstructure notch obtained Offshore Mechanics offshore structures parameters passive fire protection porosity procedure Proceedings of OMAE99 PWHT ratio requirements residual stress risers S-N curve SCFEX shielding gas short circuiting SINTAP specimens standards steel plates strain stress intensity submerged arc welding surface Table temperature test results thickness titanium underwater welding weld metal weld pool weld toe welded joints welding conditions wet welding wide plate wire yield strength