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 403
Based on such information in conjunction with available axial fatigue data on single component wires , an ... Wire failures can be both internal and / or external : the theory is capable of predicting internal wire failures and ...
Based on such information in conjunction with available axial fatigue data on single component wires , an ... Wire failures can be both internal and / or external : the theory is capable of predicting internal wire failures and ...
Page 408
Layer Number of wires ( n ) Lay direction Wire diameter D ( m ) Lay angle a ( degrees ) Trellis patch between layer numbers 1 and 2 2 and 3 3 and 4 1 : outer layer - 39 : Strand outer diameter ( aa ) 3500 3000 127 164 Um WNP 1 2 3 4 5 ...
Layer Number of wires ( n ) Lay direction Wire diameter D ( m ) Lay angle a ( degrees ) Trellis patch between layer numbers 1 and 2 2 and 3 3 and 4 1 : outer layer - 39 : Strand outer diameter ( aa ) 3500 3000 127 164 Um WNP 1 2 3 4 5 ...
Page 411
Bahke , E. , 1980 , " Principles Defining the Strength of Wire Ropes and Chains " , Wire , Part I , 29 , 2 , 54-61 , Part II , 30 , 3 , 1980 , 168-176 . Raoof , M. , 1990 e , " Sheathed Spiral Strands in Deep Water Applications " ...
Bahke , E. , 1980 , " Principles Defining the Strength of Wire Ropes and Chains " , Wire , Part I , 29 , 2 , 54-61 , Part II , 30 , 3 , 1980 , 168-176 . Raoof , M. , 1990 e , " Sheathed Spiral Strands in Deep Water Applications " ...
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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