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FATIGUE AND DEFORMATION
Determination of Recovery Length in Spiral Strands
FRACTURE ASSESSMENT AND ANALYSIS
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analysis applied assessment bending calculated compared composition constant corrosion crack growth CTOD curve cycles deformation dependence deposit depth determined developed distribution effect elastic electrode Engineering environment equation experimental factor failure fatigue crack ferrite Figure finite element fracture geometry given grain heat higher hydrogen increase indicate initial International joints length limit load lower material mean measured Mechanics method microstructure nitrogen notch observed obtained occur Offshore operating oxygen parameters performed phase pipe plastic plate predictions present pressure problems procedure produced propagation properties protection range ratio reduced region Research residual respectively sea water shown shows simulated specimens standard steel strain strength stress structures surface Table temperature tensile thickness toughness tubular joints values weld metal wire yield