What people are saying - Write a review
We haven't found any reviews in the usual places.
FATIGUE BEHAVIOR AND PREDICTIONS
FATIGUE OF TUBULAR JOINTS
HAZ AND WELD METAL PROPERTIES
25 other sections not shown
Other editions - View all
allowable analysis angle applied approach assessment assumed axial bending calculated considered constant corrosion crack crack growth CTOD curve cycles deformation depending deposit depth determined developed diameter displacement effect elastic element Engineering environment equation experiments factor failure fatigue fatigue crack Figure force fracture geometry given heat higher included increase indicated initial installation internal joints length limit load lower material maximum mean measured Mechanics method notch observed obtained occur Offshore operating parameters performed pipe pipeline plastic plate predicted present pressure problem procedure produce properties range ratio reduced region repair Research residual shown shows simulated soil solution specimens standard steel strain strength stress structures surface Table Technology temperature tensile thickness toughness values wall weld metal yield