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 408
... diameter ( aa ) 3 and 4 1 : outer layer 127 164 127 51 39 -184 184 127 184 Table 2 1 x 139 wire strand , 51mm outer diameter Ultimate tensile strength = 2.16 MN 1000 Fig 7 Layer Number of wires Lay direction Wire diameter D ( mm ) Lay ...
... diameter ( aa ) 3 and 4 1 : outer layer 127 164 127 51 39 -184 184 127 184 Table 2 1 x 139 wire strand , 51mm outer diameter Ultimate tensile strength = 2.16 MN 1000 Fig 7 Layer Number of wires Lay direction Wire diameter D ( mm ) Lay ...
Page 433
... DIAMETER Morten Baerheim STATOIL Stavanger , Norway TABLE 1 Analyzed X - joints 个 Joint Axial load. 1991 OMAE Volume ... diameter D - chord diameter e t T B Y τ Ε SCF - - depth of weld cut - back brace wall thickness chord wall thickness ...
... DIAMETER Morten Baerheim STATOIL Stavanger , Norway TABLE 1 Analyzed X - joints 个 Joint Axial load. 1991 OMAE Volume ... diameter D - chord diameter e t T B Y τ Ε SCF - - depth of weld cut - back brace wall thickness chord wall thickness ...
Page 570
... diameters and constant wall thickness indicated that the failure height increased slightly with increasing pipe diameter . Their test results also indicated that when using cracking of the inner liner as a failure criterion ...
... diameters and constant wall thickness indicated that the failure height increased slightly with increasing pipe diameter . Their test results also indicated that when using cracking of the inner liner as a failure criterion ...
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