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
... tensile strength . Yield or proof strength : ultimate tensile strength . Mismatch limit loads . When no other tensile data available . For quickest result . Mismatch in properties less than 10 % . Allows for mismatch in yield strengths ...
... tensile strength . Yield or proof strength : ultimate tensile strength . Mismatch limit loads . When no other tensile data available . For quickest result . Mismatch in properties less than 10 % . Allows for mismatch in yield strengths ...
Page 309
... 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 same strength level ...
... 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 same strength level ...
Page 311
... tensile tests , V - notch Charpy impact tests , and CTOD tests . CTOD tests were carried out in accordance with ... tensile strength in as welded condition and after PWHT are shown in Table 7 and Table 8 respectively . Tensile strength ...
... tensile tests , V - notch Charpy impact tests , and CTOD tests . CTOD tests were carried out in accordance with ... tensile strength in as welded condition and after PWHT are shown in Table 7 and Table 8 respectively . Tensile strength ...
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