Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-4American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 92
Page 92
3 Schematic representation of plate and weld metal yield strength combinations . ( The yield strength level of the weld deposit is represented by the height of the cross - hached bars while the plate metal is represented by blank bars ) ...
3 Schematic representation of plate and weld metal yield strength combinations . ( The yield strength level of the weld deposit is represented by the height of the cross - hached bars while the plate metal is represented by blank bars ) ...
Page 432
arresting plate to have adequate toughness to arrest the long crack that initiated and propagated in the first plate . The pop - in arrest criterion assumes that fracture initiation in the form of a pop - in occurs at a brittle region ...
arresting plate to have adequate toughness to arrest the long crack that initiated and propagated in the first plate . The pop - in arrest criterion assumes that fracture initiation in the form of a pop - in occurs at a brittle region ...
Page 287
Table 4 : Deflectional rates at centre of ice plates 0.3363 0.8685 F / h , N / mm ? test No. ... which alone had no great influence on the creep property of ice plate ( see KP105H20 in Figure 9 ) , has improved the reinforcing effect of ...
Table 4 : Deflectional rates at centre of ice plates 0.3363 0.8685 F / h , N / mm ? test No. ... which alone had no great influence on the creep property of ice plate ( see KP105H20 in Figure 9 ) , has improved the reinforcing effect of ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
WELD METAL AND HAZ PROPERTIES | 1 |
ADVANCES IN STEEL AND WELDING | 65 |
Kapadia Y Adonyi J D Defilippi and W F Domis | 73 |
Copyright | |
36 other sections not shown
Other editions - View all
Common terms and phrases
addition alloys analysis applied assessment axial base base metal behaviour bending calculated carried compared composite considered corrosion crack growth CTOD curve cycles defect depth determined distribution effect element energy Engineering equations estimate experimental factor failure fatigue crack Figure fracture function geometry grain hardness heat higher increase indicated initiation input interaction joint length limit load material mean measured mechanical method microstructure notch observed obtained occur offshore parameters performed pipe plastic plate predictions present pressure probability procedure produced properties range ratio region reported Research seal seawater shown shows significant solution specimens steel strain stress stress intensity structures surface Table temperature tensile thickness thread toughness tubular joints values weld metal wire yield strength zone