Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-5American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 444
The equivalent SIF solutions , K , and K , were calculated from the empirical formulas for cracks with depths , a = 3.33 ... The SIF solutions K , vs. crack depth for the joint under the in - plane bending load ( IKA5 ) are shown in ...
The equivalent SIF solutions , K , and K , were calculated from the empirical formulas for cracks with depths , a = 3.33 ... The SIF solutions K , vs. crack depth for the joint under the in - plane bending load ( IKA5 ) are shown in ...
Page 522
The plastic collapse stresses of the threaded joint with cracks of variously different depths were calculated from ... The crack depth corresponding to the point where the status and failure assessment curves cross each other under the ...
The plastic collapse stresses of the threaded joint with cracks of variously different depths were calculated from ... The crack depth corresponding to the point where the status and failure assessment curves cross each other under the ...
Page 108
From this figure it is seen that the reliability level for the submerged pipe weight variation used here is much higher for the case in 80 m water depth than in 30 m depth . Increasing water depth will of course reduce the wave induced ...
From this figure it is seen that the reliability level for the submerged pipe weight variation used here is much higher for the case in 80 m water depth than in 30 m depth . Increasing water depth will of course reduce the wave induced ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
RESIDUAL STRESS AND DISTORTION IN WELDS | 1 |
Measurement and Prediction of Welding Residual Stresses Using | 7 |
WELD METAL AND HAZ PROPERTIES | 37 |
Copyright | |
48 other sections not shown
Other editions - View all
Common terms and phrases
alloys aluminium analysis application axial base bending calculated CGHAZ coating compared components composition connection considered constant cooling corrosion cost crack critical CTOD curves cycle depth developed distribution effect element energy Engineering evaluation experimental experiments factor fatigue field Figure fracture geometry given Grade grain hardness heat higher improved increase indicated initiation length living load lower material measured mechanical metal method microstructure notched observed obtained offshore operation parameters pass performed pipe plate position possible prediction present pressure procedure production properties range reduced region residual stress resistance root seawater shown shows simulation specimens steel strain strength structure surface Table technique temperature tensile thermal thickness Titanium toughness values weld metal welded joints wire yield zone