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 110
or a 1 HT50 ( II ) SMAW Surtace notch 0.1 B - F - 20 에 Critical COD ( mm ) 2.5 % Ni 20 1 a 0.01 known about existing ... Another type of CTOD specimen , surface notched specimen with a square section , is used for the following ...
or a 1 HT50 ( II ) SMAW Surtace notch 0.1 B - F - 20 에 Critical COD ( mm ) 2.5 % Ni 20 1 a 0.01 known about existing ... Another type of CTOD specimen , surface notched specimen with a square section , is used for the following ...
Page 114
Consequently the initiation of cleavage fracture in the surface notched specimen is not always controlled by the microstructure existing at the fatigue crack tip . DISCUSSION CGHAZ size Icchaz falls in a small range of 10 to 13mm ...
Consequently the initiation of cleavage fracture in the surface notched specimen is not always controlled by the microstructure existing at the fatigue crack tip . DISCUSSION CGHAZ size Icchaz falls in a small range of 10 to 13mm ...
Page 115
HT50 steel welds , T = -80 ° C A Surface notched test results ( TCGHAZ = 21 mm ) Predicted from through - thickness notched test results ( TCGraz = 11 mm ) a 1 1 0.01 0.05 0.1 0.5 3 0.01 0.05 0.1 0.5 3 Critical CTOD ( mm ) Critical CTOD ...
HT50 steel welds , T = -80 ° C A Surface notched test results ( TCGHAZ = 21 mm ) Predicted from through - thickness notched test results ( TCGraz = 11 mm ) a 1 1 0.01 0.05 0.1 0.5 3 0.01 0.05 0.1 0.5 3 Critical CTOD ( mm ) Critical CTOD ...
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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