Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 98
... geometry is necessary . Shielding ability is much influenced by the groove geometry and the nozzle position . If there is some miss - alignment or too wide root gap width at the bottom , more quantity of shielding gas flow is necessary ...
... geometry is necessary . Shielding ability is much influenced by the groove geometry and the nozzle position . If there is some miss - alignment or too wide root gap width at the bottom , more quantity of shielding gas flow is necessary ...
Page 101
... geometry . Mean error of calculated groove geometry in water was evaluated experimentally . Twelve kinds of different groove geometry were evaluated . Checked parameters are root gap widths ( 0 mm , 5 mm and 10 mm ) and miss - alignment ...
... geometry . Mean error of calculated groove geometry in water was evaluated experimentally . Twelve kinds of different groove geometry were evaluated . Checked parameters are root gap widths ( 0 mm , 5 mm and 10 mm ) and miss - alignment ...
Page 138
... geometry is shown in Figure 1. The sections of the fillet- welded attachments cut from between the specimens were retained and sectioned to examine the weld shape . Fatigue testing was conducted under cyclic axial tension load with a ...
... geometry is shown in Figure 1. The sections of the fillet- welded attachments cut from between the specimens were retained and sectioned to examine the weld shape . Fatigue testing was conducted under cyclic axial tension load with a ...
Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
OMAE99MAT2041 | 9 |
Development of the SINTAP Failure Assessment Diagrams for Compatibility With | 19 |
Copyright | |
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addition analysis applications approach ASME assessment base behavior bending CGHAZ Charpy compared component composite condition Conference Copyright crack critical CTOD curve defects deposition depth determined developed distribution dynamic effect element energy Engineering equations equivalent evaluated factors failure fatigue ferrite Figure fire fracture toughness function geometry given hardness heat input impact important improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten observed obtained offshore operating parameters performance phase pipe plate prediction present pressure procedure production properties protection range ratio reduced region requirements residual stress respectively risers safety ship shown shows specimens standards steel strain strength structures surface Table temperature tensile thickness values weld metal welded joints wire yield