Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering, 1991: Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering, Volume 3Mamdouh M. Salama American Society of Mechanical Engineers, 1991 - 323 pages |
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Page 442
... determined weight functions , these known solutions are based on the solutions of Mode I problems under simple stress states . For this reason , they are not adequate for the tubular joint weld toe cracks , which are generally mixed ...
... determined weight functions , these known solutions are based on the solutions of Mode I problems under simple stress states . For this reason , they are not adequate for the tubular joint weld toe cracks , which are generally mixed ...
Page 479
... determined for four directions ( which also covered waves from the opposing directions ) . Stress ranges and the corresponding fatigue cycles were determined for sixteen equally spaced circumferential positions ( CP 1 to CP 16 ) round ...
... determined for four directions ( which also covered waves from the opposing directions ) . Stress ranges and the corresponding fatigue cycles were determined for sixteen equally spaced circumferential positions ( CP 1 to CP 16 ) round ...
Page 521
... determined through a laboratory test in an environment equivalent to the component operating environment . In the present work , these material properties were selected as C = 2 x 10 " m / cycle and m = 3 for the SIF unit of MPa / m ...
... determined through a laboratory test in an environment equivalent to the component operating environment . In the present work , these material properties were selected as C = 2 x 10 " m / cycle and m = 3 for the SIF unit of MPa / m ...
Contents
THICKNESS EFFECT | 305 |
OFFSHORE TECHNOLOGY PART | 315 |
Influence of the Welding Procedure on the Ferrite Content and Fracture Toughness of Duplex | 323 |
Copyright | |
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Common terms and phrases
A36 steel as-welded joints assessment Basic behaviour bending brace calculated cathodic protection chord comparison composite computed corrosion fatigue crack depth crack front crack growth rate crack initiation crack length crack propagation crack tip cruciform joints defect diameter Dover failure fatigue crack growth fatigue life predictions fatigue strength fatigue test Figure finite element finite element analysis fracture mechanics geometry impact improved increasing integration layer method Nominal Stress number of cycles Offshore Mechanics offshore structures OMAE parameters parametric equations performed plastic plate thickness procedure ratio residual stress root S-N curves saddle seawater short cracks shown SIF solutions specimens strain strain gauge strand stress concentration stress concentration factors stress distribution stress intensity factor stress range surface crack T-joints Table technique Tee joints temperature tendon tensile tension tubular joints values variable amplitude Volume III-B weight function weld profile weld toe Welded Joints weldments wire