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 |
From inside the book
Results 1-3 of 86
Page 306
... shown in Table 1. Beside these plates , 5mm - thick steel with similar strength was used for rib plate . Fillet - welded non - load - carrying type cruciform joints and Tee joints were prepared by shielded metal arc welding , as shown ...
... shown in Table 1. Beside these plates , 5mm - thick steel with similar strength was used for rib plate . Fillet - welded non - load - carrying type cruciform joints and Tee joints were prepared by shielded metal arc welding , as shown ...
Page 308
... shown in Fig.18 . The unpenetrated part between the main plate and rib plate has been taken into consideration in the analyses . The boundary stress of uniform tensile stress for cruciform joint , and pure bending stress for Tee joint ...
... shown in Fig.18 . The unpenetrated part between the main plate and rib plate has been taken into consideration in the analyses . The boundary stress of uniform tensile stress for cruciform joint , and pure bending stress for Tee joint ...
Page 429
... shown in Fig.2 could be analyzed individually . 3.2 ULTIMATE YIELD CRITERION OF DENTED SHELLS After the dented part of the shell comes into plastification , all of the further increased load will be supported by the rest of the shell ...
... shown in Fig.2 could be analyzed individually . 3.2 ULTIMATE YIELD CRITERION OF DENTED SHELLS After the dented part of the shell comes into plastification , all of the further increased load will be supported by the rest of the shell ...
Contents
THICKNESS EFFECT | 305 |
OFFSHORE TECHNOLOGY PART | 315 |
Influence of the Welding Procedure on the Ferrite Content and Fracture Toughness of Duplex | 323 |
Copyright | |
26 other sections not shown
Other editions - View all
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