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 430
M / M -1.0 1.0 where o , is Euler critical stress of a pinned column with length L , radius of gyration r and modulus of elasticity E , given by ER ? , 2 L2 ( 17 ) -1.0 ! Putting Eqs . ( 15 ) and ( 16 ) into Eq . ( 11 ) , we have Fig.4 ...
M / M -1.0 1.0 where o , is Euler critical stress of a pinned column with length L , radius of gyration r and modulus of elasticity E , given by ER ? , 2 L2 ( 17 ) -1.0 ! Putting Eqs . ( 15 ) and ( 16 ) into Eq . ( 11 ) , we have Fig.4 ...
Page 431
Table - 2 Ultimate axial stress : Experimental and computed results From Table - 1 . it can be found that the results given by the present method are close to that given by Aanholt and Taby ( 1983 ) and higher than that given by Ellinas ...
Table - 2 Ultimate axial stress : Experimental and computed results From Table - 1 . it can be found that the results given by the present method are close to that given by Aanholt and Taby ( 1983 ) and higher than that given by Ellinas ...
Page 2
In are is AP 2 ' n first part , the instantaneous elastic strain increments developed in each element calculated for a given external load increment . The instantaneous elastic strain increments are used to calculate the stress ...
In are is AP 2 ' n first part , the instantaneous elastic strain increments developed in each element calculated for a given external load increment . The instantaneous elastic strain increments are used to calculate the stress ...
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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 |
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Export Citation | BiBTeX EndNote RefMan |