Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 204
... observed except for some carbide spheroidization . The largest changes were observed in the ICGCHAZ . In the as welded condition this consisted of FS ( like the SCGCHAZ ) decorated at prior austenite grain bound- aries by pearlite . On ...
... observed except for some carbide spheroidization . The largest changes were observed in the ICGCHAZ . In the as welded condition this consisted of FS ( like the SCGCHAZ ) decorated at prior austenite grain bound- aries by pearlite . On ...
Page 226
... OBSERVATIONS Typical Observations Examples of observations from the field investiga- tions are shown on a series of photos . ( Not attached . ) Erosion Depths Observed Erosion depths observed at the inspection of the lighthouses vary ...
... OBSERVATIONS Typical Observations Examples of observations from the field investiga- tions are shown on a series of photos . ( Not attached . ) Erosion Depths Observed Erosion depths observed at the inspection of the lighthouses vary ...
Page 231
... observed values of abrasion rate . As a preliminary conclusion , combination 1 above , a = b = 1 , is recommended . The reason for this is as follows : First , it gives the highest degree of correla- tion with the observations ( closely ...
... observed values of abrasion rate . As a preliminary conclusion , combination 1 above , a = b = 1 , is recommended . The reason for this is as follows : First , it gives the highest degree of correla- tion with the observations ( closely ...
Contents
ADVANCED COMPOSITES | 1 |
PAS2tm | 9 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 24 |
Copyright | |
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abrasion addition analysis applied assessment base behaviour brittle carbon carried Charpy chemical chord compared composition concrete considered cooling critical CTOD curves cycle defect depth developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture fracture mechanics fracture toughness fusion geometry grain growth hardness heat input higher impact increase indicated initiation joint length loading lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore structures parameters performed plate position practice present pressure problem procedure production properties PWHT range reduced regions respectively sampled shown shows simulated specification specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thermal thickness toughness treatment tubular joints values weld metal welded joints yield zone