Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 78
... observed on the crater of a specimen subjected to one thousand stress cycles . No sign of forming microcracks was observed . The dark band in the right upper corner is the steep slope of a weld ripple and not a fracture or plastic ...
... observed on the crater of a specimen subjected to one thousand stress cycles . No sign of forming microcracks was observed . The dark band in the right upper corner is the steep slope of a weld ripple and not a fracture or plastic ...
Page 251
... observed shape of load - deflections or load - stresses diagrams can be described in general as a succession of three successive phases . A typical example is shown in Figure 6. The figure describes the evolution of the chord external ...
... observed shape of load - deflections or load - stresses diagrams can be described in general as a succession of three successive phases . A typical example is shown in Figure 6. The figure describes the evolution of the chord external ...
Page 1
... observed in the stress - strain curve ) is of interest for two reasons . First , the highest ice strengths are observed in the region of the brittle - to- ductile transition , and second , the transition implies a change of deformation ...
... observed in the stress - strain curve ) is of interest for two reasons . First , the highest ice strengths are observed in the region of the brittle - to- ductile transition , and second , the transition implies a change of deformation ...
Contents
FATIGUE AND DEFORMATION | 1 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
FATIGUE DESIGN AND DETECTION | 73 |
Copyright | |
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analysis angle applied ASME assessment axial behaviour bending calculated cathodic protection corrosion crack growth rate crack propagation crack tip CTOD cycles deformation developed diameter displacement drillpipe dynamic elastic equation experimental factor failure fatigue crack growth fatigue strength ferrite finite element fracture mechanics fracture toughness free span geometry heat hoop stress hydrogen Ice Class increase initial installation J-Lay length limit load material maximum mbar method microstructure modulus nitrogen notch obtained offshore structures OMAE operating parameters pipe pipeline plastic Poisson's ratio predicted pressure ratio repair residual stress S-N curve scour sea ice sea water shielding gas simulated soil sour crude oil specimens steel strain rate stress intensity stress range surface Table Technology temperature tensile tubular joints values wall thickness water depth weld deposit weld metal weld toe weldment size effect wire yield strength Young's modulus