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 61
... OBSERVATION OF WELD POOL BEHAVIOR ON TIG WELDING Y.OGAWA Shikoku National Industrial Research Institute Takamatsu ... observed dynamic behavior of the molten pool . EFFECT OF OPTICAL FILTER AND CCD CAMERA Radiation from molten metal ...
... OBSERVATION OF WELD POOL BEHAVIOR ON TIG WELDING Y.OGAWA Shikoku National Industrial Research Institute Takamatsu ... observed dynamic behavior of the molten pool . EFFECT OF OPTICAL FILTER AND CCD CAMERA Radiation from molten metal ...
Page 277
... observed by SEM with tensile loading stage . Because the fracture behavior at 77K could not be observed , sub - zero treated specimens were used instead of direct observation of fracture at 77K . In these tests , it was considered that ...
... observed by SEM with tensile loading stage . Because the fracture behavior at 77K could not be observed , sub - zero treated specimens were used instead of direct observation of fracture at 77K . In these tests , it was considered that ...
Page 278
... observed . It was also found that there was no interfacial fracture between M - A and matrix . For the specimen which was not sub - zero treated , the heavy deformation occurred in the matrix between neighboring M - A . Other specimens ...
... observed . It was also found that there was no interfacial fracture between M - A and matrix . For the specimen which was not sub - zero treated , the heavy deformation occurred in the matrix between neighboring M - A . Other specimens ...
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