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 397
In terms of equivalent load , the corresponding proportion is about 50 % . • zero - crossing transitions . The number of transitions is only one third of that of the previous method . Their average and maximum amplitude are much larger ...
In terms of equivalent load , the corresponding proportion is about 50 % . • zero - crossing transitions . The number of transitions is only one third of that of the previous method . Their average and maximum amplitude are much larger ...
Page 421
Based on the results for these load cases , a brace axial load - chord axial load interaction failure curve has been constructed ( Fig . 10 ) . Subsequently , an analysis of the joint integrated in an X - braced frame was performed ...
Based on the results for these load cases , a brace axial load - chord axial load interaction failure curve has been constructed ( Fig . 10 ) . Subsequently , an analysis of the joint integrated in an X - braced frame was performed ...
Page 435
The joints were analyzed using the following load cases : There is , however , a marked effect of the cut - back . This is shown in table 2 for the joint 2 series . 1 : Axial load in the braces only 2 : Anti - symmetric loading in ...
The joints were analyzed using the following load cases : There is , however , a marked effect of the cut - back . This is shown in table 2 for the joint 2 series . 1 : Axial load in the braces only 2 : Anti - symmetric loading in ...
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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 | |
48 other sections not shown
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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