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 444
... length . The stress intensity factor tends to increase with the crack depth , while the predominantly bending stress ... length will result in an increase in the value of K , which is physically reasonable . The equivalent SIF K , vs ...
... length . The stress intensity factor tends to increase with the crack depth , while the predominantly bending stress ... length will result in an increase in the value of K , which is physically reasonable . The equivalent SIF K , vs ...
Page 448
... LENGTH ALONG C.F. , 27.5000 c . KI Solution ARC LENGTH ALONG C.F. , 36.6667 45.8333 mm ARV JAVG } $ 5.0000 1 - f T 45.8333 4AV a . K , Solution 36.6667 45.8333 50.000 mm 1 TA TEVG 50000 | ༣ TAVG 84 -2.4233 1.4540 NON - DIMENSIONAL : SIF ...
... LENGTH ALONG C.F. , 27.5000 c . KI Solution ARC LENGTH ALONG C.F. , 36.6667 45.8333 mm ARV JAVG } $ 5.0000 1 - f T 45.8333 4AV a . K , Solution 36.6667 45.8333 50.000 mm 1 TA TEVG 50000 | ༣ TAVG 84 -2.4233 1.4540 NON - DIMENSIONAL : SIF ...
Page 518
... LENGTH , C ( IN . ) 1.0 0.8 0.6 0.4 0.2 500 ° CRACK HALF - LENGTH , C ( IN . ) FRACTURE MECHANICS FATIGUE LIFE ANALYSIS OF HUTTON TLP TETHER THREADED. 0.5 WELD ROOT CRACK WELD TOE CRACK Kt WELD ROOT INADEQUATE PENETRATION 2r Kt = 1,0 Kt ...
... LENGTH , C ( IN . ) 1.0 0.8 0.6 0.4 0.2 500 ° CRACK HALF - LENGTH , C ( IN . ) FRACTURE MECHANICS FATIGUE LIFE ANALYSIS OF HUTTON TLP TETHER THREADED. 0.5 WELD ROOT CRACK WELD TOE CRACK Kt WELD ROOT INADEQUATE PENETRATION 2r Kt = 1,0 Kt ...
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