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 3
The level of analysis is characterised mainly by the detail of the material ' s
tensile data used . There are three standardised levels and three advanced
levels , including the special case of a leak before break analysis for pressurised
systems .
The level of analysis is characterised mainly by the detail of the material ' s
tensile data used . There are three standardised levels and three advanced
levels , including the special case of a leak before break analysis for pressurised
systems .
Page 309
2 shows the influence of tensile strength on the difference of 50 % FATT between
in as - welded and after PWHTed conditions . Degree of PWHT embrittlement
became more significant with increase in tensile strength of weld metals . But at
the ...
2 shows the influence of tensile strength on the difference of 50 % FATT between
in as - welded and after PWHTed conditions . Degree of PWHT embrittlement
became more significant with increase in tensile strength of weld metals . But at
the ...
Page 311
Test results of tensile strength in as welded condition and after PWHT are shown
in Table 7 and Table 8 respectively . Tensile strength in as - welded condition is
higher about 20MPa than that after PWHT . Tensile strength of all the welds ...
Test results of tensile strength in as welded condition and after PWHT are shown
in Table 7 and Table 8 respectively . Tensile strength in as - welded condition is
higher about 20MPa than that after PWHT . Tensile strength of all the welds ...
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Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
I | 7 |
OMAE99MAT2041 | 9 |
Copyright | |
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addition analysis applications approach ASME assessment axial backing base behavior bending brace Charpy compared components composite condition Conference Copyright crack critical CTOD curve cyclic defects deposition depth determined developed distribution effect element energy Engineering equations evaluated experimental factors failure fatigue ferrite fiber Figure fire flux fracture toughness function geometry given heat input impact improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten obtained Offshore operation parameters performance phase pipe plate pool prediction present pressure procedure production properties range ratio reduced region requirements residual stress risers short shown shows SINTAP specimens speed standard steel strain strength structures surface Table temperature tensile thickness titanium tube underwater values weld metal wire yield