Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-5American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 9
As stated in the preceding chapter , the distribution of inherent strains does not change even if the welded joint is cut into small pieces . Once the inherent strains in each small piece are determined from the change of elastic ...
As stated in the preceding chapter , the distribution of inherent strains does not change even if the welded joint is cut into small pieces . Once the inherent strains in each small piece are determined from the change of elastic ...
Page 13
The influence of width and length of plates on inherent strain distribution is shown in Fig.15 . It is found that ε has a simple distribution in transverse cross - sections regardless the width of plates . As the width of plate becomes ...
The influence of width and length of plates on inherent strain distribution is shown in Fig.15 . It is found that ε has a simple distribution in transverse cross - sections regardless the width of plates . As the width of plate becomes ...
Page 104
A distribution function for the stress in the pipeline is formulated on the basis of the flow velocity distribution the linear transfer function between stress and flow velocity . and biV. Srel р = k ( Us Ve > VO ( Random quantities ...
A distribution function for the stress in the pipeline is formulated on the basis of the flow velocity distribution the linear transfer function between stress and flow velocity . and biV. Srel р = k ( Us Ve > VO ( Random quantities ...
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Contents
RESIDUAL STRESS AND DISTORTION IN WELDS | 1 |
Measurement and Prediction of Welding Residual Stresses Using | 7 |
WELD METAL AND HAZ PROPERTIES | 37 |
Copyright | |
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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