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 137
... Performance of Plate Attachments Welded by GTAW Table 1. Fatigue Test Results Specimen Designation Stress Range (. OMAE99 / MAT - 2004 William C. Mohr Edison Welding Institute 1250 Arthur E. Adams Drive Columbus , Ohio 43221-3585 Tel ...
... Performance of Plate Attachments Welded by GTAW Table 1. Fatigue Test Results Specimen Designation Stress Range (. OMAE99 / MAT - 2004 William C. Mohr Edison Welding Institute 1250 Arthur E. Adams Drive Columbus , Ohio 43221-3585 Tel ...
Page 139
... performance . The high heat input panel , with the largest angles and radii , gave the best fatigue performance , with a run - out to 5 million cycles at 200 N / mm2 stress range and a slope exponent of more than 5. The low heat input ...
... performance . The high heat input panel , with the largest angles and radii , gave the best fatigue performance , with a run - out to 5 million cycles at 200 N / mm2 stress range and a slope exponent of more than 5. The low heat input ...
Page 323
... performance standards is important in controlling risks , and in achieving best practice . To date this approach has been mainly limited to systems and equipment associated with fire and explosion . The setting of performance standards ...
... performance standards is important in controlling risks , and in achieving best practice . To date this approach has been mainly limited to systems and equipment associated with fire and explosion . The setting of performance standards ...
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