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 521
... respectively , in this figure . The dimensional intervals of these six cracks were selected in such a way that their SIF solutions can easily be cast into an analytical expression in the crack size range defined by the minimum and maxi ...
... respectively , in this figure . The dimensional intervals of these six cracks were selected in such a way that their SIF solutions can easily be cast into an analytical expression in the crack size range defined by the minimum and maxi ...
Page 529
... respectively parameters in the Shen - Glinka weight function = elemental length of crack boundary ( Oore - Burns weight func . ) 4,6 A1 - B3 ds = f . ft 91,92 K , KI ΚΑ Ko ' Keu Keu Keb Ket Кебл = relative contribution of the bending ...
... respectively parameters in the Shen - Glinka weight function = elemental length of crack boundary ( Oore - Burns weight func . ) 4,6 A1 - B3 ds = f . ft 91,92 K , KI ΚΑ Ko ' Keu Keu Keb Ket Кебл = relative contribution of the bending ...
Page 539
... respectively . FINITE ELEMENT FORMULATION n n The general incremental loading procedure is utilized to carry out the elasto - plastic computation . The iteration procedure is incorporated into the incremental solution to improve the ...
... respectively . FINITE ELEMENT FORMULATION n n The general incremental loading procedure is utilized to carry out the elasto - plastic computation . The iteration procedure is incorporated into the incremental solution to improve the ...
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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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