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 45
Page 583
... pressure pump was connected . The pressure in the loop was read on manometers at the pump and at the blind flange , position 18 . The pipes in the loop were all of class PN 16 , so the working pressure , 16 bar , was first kept for 5 ...
... pressure pump was connected . The pressure in the loop was read on manometers at the pump and at the blind flange , position 18 . The pipes in the loop were all of class PN 16 , so the working pressure , 16 bar , was first kept for 5 ...
Page 608
... pressure ; 10.0 MPa submerged under 1000 m water pressure . 5 ) synthetic seawater composition according to ASTM D1141-75 . The stability of the concrete has been characte- rized by the compressive , flexural and tensile splitting ...
... pressure ; 10.0 MPa submerged under 1000 m water pressure . 5 ) synthetic seawater composition according to ASTM D1141-75 . The stability of the concrete has been characte- rized by the compressive , flexural and tensile splitting ...
Page 610
... pressure . o exposure time : 6 months exposure pressure : 10.0 MPa : OPC : river gravel C1 1.00 rel . to cement cement type 0.9 ( za / n ) aggregate ver curing : Correlations . A linear relationship between increase of mass of the ...
... pressure . o exposure time : 6 months exposure pressure : 10.0 MPa : OPC : river gravel C1 1.00 rel . to cement cement type 0.9 ( za / n ) aggregate ver curing : Correlations . A linear relationship between increase of mass of 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 | |
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