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 421
... chord load to joint capacity with no chord load ) calculated from these values are presented in Fig . 13 as a function of the chord utilisation factor U ( i.e. the ratio of nominal stress in the chord to the yield strength ) . The ...
... chord load to joint capacity with no chord load ) calculated from these values are presented in Fig . 13 as a function of the chord utilisation factor U ( i.e. the ratio of nominal stress in the chord to the yield strength ) . The ...
Page 435
... chord and braces simultaneously . Load case 5 is therefore special for X - joints . The loads and moments applied to the braces always gave unit stress in the braces . Equal forces and moments were applied on the chord in cases where both ...
... chord and braces simultaneously . Load case 5 is therefore special for X - joints . The loads and moments applied to the braces always gave unit stress in the braces . Equal forces and moments were applied on the chord in cases where both ...
Page 479
... chord / weld interface . The usual approach would be particularly conservative since the defects were not situated in the chord wall or at the brace hot - spot and , consequently , were not influenced directly by the hot - spot stress ...
... chord / weld interface . The usual approach would be particularly conservative since the defects were not situated in the chord wall or at the brace hot - spot and , consequently , were not influenced directly by the hot - spot stress ...
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