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 269
... crack a 300- 100- 20 = 14.4 ( 20-18.6 ) 2W = 400 t - 25Z 300 ( unit : mm ) B = SзP.Equiv . / SWP 1.0 0.8 0.6 0.4 ... crack size effect was investigated with the surface crack : • Effect of crack length : 2a = 40 , 100 mm with depth b = 6 ...
... crack a 300- 100- 20 = 14.4 ( 20-18.6 ) 2W = 400 t - 25Z 300 ( unit : mm ) B = SзP.Equiv . / SWP 1.0 0.8 0.6 0.4 ... crack size effect was investigated with the surface crack : • Effect of crack length : 2a = 40 , 100 mm with depth b = 6 ...
Page 273
... crack . The longer crack and deeper crack give a larger CTOD . With this CTOD behavior and the near - crack tip stress field , the relationship between the Weibull stress and the CTOD for the surface crack was computed . The results are ...
... crack . The longer crack and deeper crack give a larger CTOD . With this CTOD behavior and the near - crack tip stress field , the relationship between the Weibull stress and the CTOD for the surface crack was computed . The results are ...
Page 339
... crack problem . The method is available for multiple crack problems in both finite and infinite solids . Numerical results for SED intensity factors at a particular crack tip in a two - crack system of bimaterial are presented to ...
... crack problem . The method is available for multiple crack problems in both finite and infinite solids . Numerical results for SED intensity factors at a particular crack tip in a two - crack system of bimaterial are presented 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