Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 607
... failure the stress distribution in. ABSTRACT In this paper , the experimental results of reinforced concrete models and partial prestressed concrete models of the gravity platform shafts under impact loading and concentrated loading are ...
... failure the stress distribution in. ABSTRACT In this paper , the experimental results of reinforced concrete models and partial prestressed concrete models of the gravity platform shafts under impact loading and concentrated loading are ...
Page 670
... failure load and the predicted tolerable or failure load . Moreover , the ratio K / S was used to characterise each test result . K and S are the two parameters used in the CEGB assessment method R6 which is also known as the " Two ...
... failure load and the predicted tolerable or failure load . Moreover , the ratio K / S was used to characterise each test result . K and S are the two parameters used in the CEGB assessment method R6 which is also known as the " Two ...
Page 730
... FAILURE 0.2 0.1 25 YEARS Figure 7. Prior Estimates of Crack Growth and the Most Probable Cause of Failure Before the End of the Planned Service Life hand side of Figure 7 which have a significant probabil- ity of producing failure ...
... FAILURE 0.2 0.1 25 YEARS Figure 7. Prior Estimates of Crack Growth and the Most Probable Cause of Failure Before the End of the Planned Service Life hand side of Figure 7 which have a significant probabil- ity of producing failure ...
Contents
THICKNESS EFFECTS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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alloy aluminum analysis applied Arctic Engineering ASTM austenite axial base metal behaviour bending brace calculated cathodic protection Charpy chord Conference on Offshore corrosion fatigue crack depth crack growth rate crack initiation crack propagation crevice corrosion CTOD da/dN defects developed equation experimental fabrication fatigue crack growth fatigue strength fatigue test ferrite Figure fillet welds finite element fracture mechanics fracture toughness geometry grade heat input heat treatment HSLA steels increase influence kJ/cm load material mechanical properties Mechanics and Arctic method microstructure notch obtained Offshore Mechanics Offshore Structures parameters pipe pitting plate thickness predicted procedure PWHT ratio reduced reheated S-N curves seawater Shoralsim shown in Fig solution specimens Steel in Marine strain stress concentration stress intensity factor stress range submerged arc welding surface crack T-joints Table temperature tensile thickness effect tubular joints values weld metal weld profile weld toe weldability welded joints yield strength