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 13
... shown in Fig . 8 for over - matched specimens , and in Fig . 9 for undermatched specimens . Construc- tion of the failure assessment curve for mis - match requires knowledge of the mismatch yield loads for mismatched specimens , FM ...
... shown in Fig . 8 for over - matched specimens , and in Fig . 9 for undermatched specimens . Construc- tion of the failure assessment curve for mis - match requires knowledge of the mismatch yield loads for mismatched specimens , FM ...
Page 106
... shown in Figure 6. The microstructures were composed mainly of primary ferrite ( PF ) , and ferrite with second phase ( FS ) . All of the microstructures contained approximately 15-20 percent acicular ferrite . Figure 6 shows a strong ...
... shown in Figure 6. The microstructures were composed mainly of primary ferrite ( PF ) , and ferrite with second phase ( FS ) . All of the microstructures contained approximately 15-20 percent acicular ferrite . Figure 6 shows a strong ...
Page 313
Charpy impact test results are shown in Fig.6 to 10 and CTOD test results are shown in Fig . 11.Test results at all the locations completely satisfied the target in as - welded condition , the minimum absorbed energy of Charpy impact ...
Charpy impact test results are shown in Fig.6 to 10 and CTOD test results are shown in Fig . 11.Test results at all the locations completely satisfied the target in as - welded condition , the minimum absorbed energy of Charpy impact ...
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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Common terms and phrases
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