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 48
... Significant differences were not recognized with or without boron in tapes . However lower strain rate gave the ... significant below 0.002 % boron level . This result agrees with earlier reports by Tanaka [ 17 ] and Itoh [ 18 ] . Tanaka ...
... Significant differences were not recognized with or without boron in tapes . However lower strain rate gave the ... significant below 0.002 % boron level . This result agrees with earlier reports by Tanaka [ 17 ] and Itoh [ 18 ] . Tanaka ...
Page 288
... significant difference in the hydrostatic stress for stress intensity factors below approxi- mately 25 MPa / m . The yield zones are for all three models quite small at this load level . Above 25 MPa / m the difference in the ...
... significant difference in the hydrostatic stress for stress intensity factors below approxi- mately 25 MPa / m . The yield zones are for all three models quite small at this load level . Above 25 MPa / m the difference in the ...
Page 318
... significant fraction of the total time , remain within some predefined ranges from their overall averages . Due to current practice , " a significant fraction " is taken here as 17-20 minutes . The choices of the predefined ranges are ...
... significant fraction of the total time , remain within some predefined ranges from their overall averages . Due to current practice , " a significant fraction " is taken here as 17-20 minutes . The choices of the predefined ranges are ...
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