Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 77
Page 358
grades of cast steel ; where in all cases the weldability of cast steels were the same e as or better than the comparable wrought grades of material . However , much still needs to be learned about the weldability of HSLA steels ( and ...
grades of cast steel ; where in all cases the weldability of cast steels were the same e as or better than the comparable wrought grades of material . However , much still needs to be learned about the weldability of HSLA steels ( and ...
Page 544
WELO PARAM H -HAZ Secu CRACK HV , HAZ CRACK 1 287 286 0 I = 185 A 2 306 315 0 olololo 3 315 303 0 Steels O V = 225V 4 341 ... A normalized steel ( N ) of the type Fe510 EU - 25 produced at Italsider's Campi Works using the controlled ...
WELO PARAM H -HAZ Secu CRACK HV , HAZ CRACK 1 287 286 0 I = 185 A 2 306 315 0 olololo 3 315 303 0 Steels O V = 225V 4 341 ... A normalized steel ( N ) of the type Fe510 EU - 25 produced at Italsider's Campi Works using the controlled ...
Page 696
0.99 0.9 ( ) ; CTOD of 10 % probability x Steel 1 ( Norma . ) ... ( 7 ) A Steel 3 ( TMCP ) ( 7 ) Details are shown in Table 2 . ... 11 Cumulative Weibull plots for CTOD values of normalized and TMCP steels in Ref . ( 7 ) .
0.99 0.9 ( ) ; CTOD of 10 % probability x Steel 1 ( Norma . ) ... ( 7 ) A Steel 3 ( TMCP ) ( 7 ) Details are shown in Table 2 . ... 11 Cumulative Weibull plots for CTOD values of normalized and TMCP steels in Ref . ( 7 ) .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
51 other sections not shown
Other editions - View all
Common terms and phrases
alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield