Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 91
Page 3
... strength to tensile strength , of 0.53 ~ 0.58 irrespective of the lay - up configuration or the type of matrix [ 26-28 ] . Stress rupture and fatigue characteristics are also affected by water exposure . Temperature and moisture are ...
... strength to tensile strength , of 0.53 ~ 0.58 irrespective of the lay - up configuration or the type of matrix [ 26-28 ] . Stress rupture and fatigue characteristics are also affected by water exposure . Temperature and moisture are ...
Page 217
... strength will equally occur for other HAZ microstruc- tures ( fine grained HAZ , etc. ) has not yet been esta- blished . However , even in the case that a general de- crease in yield strength is going to happen along the entire fusion ...
... strength will equally occur for other HAZ microstruc- tures ( fine grained HAZ , etc. ) has not yet been esta- blished . However , even in the case that a general de- crease in yield strength is going to happen along the entire fusion ...
Page 326
... strength of the material . For the same data [ 4,21 ] Rolfe and Barsom [ 22 ] proposed a correlation between endurance limit and yield stress of the form AK ( p ) -1/2 = 5 ( oy ) 2/3 . ... ( 4 Figure 18 illustrates this in comparison to ...
... strength of the material . For the same data [ 4,21 ] Rolfe and Barsom [ 22 ] proposed a correlation between endurance limit and yield stress of the form AK ( p ) -1/2 = 5 ( oy ) 2/3 . ... ( 4 Figure 18 illustrates this in comparison to ...
Contents
ADVANCED COMPOSITES | 1 |
PAS2tm | 9 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 24 |
Copyright | |
38 other sections not shown
Other editions - View all
Common terms and phrases
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