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 511
... tendon design was used that greatly simplified fabrication and installation . The tendons , each approximately 515 m ( 1690 ft ) long , were towed to the platform site and vertically installed between the TLWP hull and a pre- installed ...
... tendon design was used that greatly simplified fabrication and installation . The tendons , each approximately 515 m ( 1690 ft ) long , were towed to the platform site and vertically installed between the TLWP hull and a pre- installed ...
Page 512
... TENDON DESIGN Figure 2 summarizes tendon fatigue and fracture analyses tasks to determine fabrication and in- service requirements . Major tasks shown on this flowchart include determining tendon fatigue and extreme loading , SCF's ...
... TENDON DESIGN Figure 2 summarizes tendon fatigue and fracture analyses tasks to determine fabrication and in- service requirements . Major tasks shown on this flowchart include determining tendon fatigue and extreme loading , SCF's ...
Page 514
... tendon mismatch ( SCF = 1.46 ) was superimposed with applied tendon stresses . The notch stress concentration was used as a multiplier on far field membrane and bending stresses acting on the crack front . Kr was calculated at the crack ...
... tendon mismatch ( SCF = 1.46 ) was superimposed with applied tendon stresses . The notch stress concentration was used as a multiplier on far field membrane and bending stresses acting on the crack front . Kr was calculated at the crack ...
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