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 164
... presented . The measured SCFs for CRHS joints were consistently below predictions by parametric equations derived for rectangular hollow section joints ( RRHS ) , and would fall between those of CCHS and RRHS joints . One test , T1A ...
... presented . The measured SCFs for CRHS joints were consistently below predictions by parametric equations derived for rectangular hollow section joints ( RRHS ) , and would fall between those of CCHS and RRHS joints . One test , T1A ...
Page 319
... presented in table 2. A total of 30 measurements in different regions ( dark and light under SEM ) were accomplished . Table 2 : Average Chemical Composition of the Bands ( % in weight ) To evaluate the toughness due to the impact , a ...
... presented in table 2. A total of 30 measurements in different regions ( dark and light under SEM ) were accomplished . Table 2 : Average Chemical Composition of the Bands ( % in weight ) To evaluate the toughness due to the impact , a ...
Page 339
... presented in this paper . Using the Green's function for bimaterial and the potential variational principle , a boundary element model ( BEM ) for 2 - D thermo- piezoelectric bimaterial solid with cracks has been developed and used to ...
... presented in this paper . Using the Green's function for bimaterial and the potential variational principle , a boundary element model ( BEM ) for 2 - D thermo- piezoelectric bimaterial solid with cracks has been developed and used to ...
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