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 414
... specimens had cooled to the diametral distortions temperature , measured at the positions shown in Fig . 1. The maximum distortion in all the specimens was mm at a position adjacent to the weld . Strain Gauging were 0.241 to the on ...
... specimens had cooled to the diametral distortions temperature , measured at the positions shown in Fig . 1. The maximum distortion in all the specimens was mm at a position adjacent to the weld . Strain Gauging were 0.241 to the on ...
Page 415
... specimens standard error of measurement and was therefore insignificant . stress measurements specimen RESULTS was within the Fatigue of 46 mm specimens are specimen The cycles to failure for each presented in Fig . 3. There was no ...
... specimens standard error of measurement and was therefore insignificant . stress measurements specimen RESULTS was within the Fatigue of 46 mm specimens are specimen The cycles to failure for each presented in Fig . 3. There was no ...
Page 668
... specimen configurations and test results obtained at several temperatures . From such a step by step analysis it could be concluded that all tested specimens ( except the 20 % side grooved specimens ) ended up on one single resistance ...
... specimen configurations and test results obtained at several temperatures . From such a step by step analysis it could be concluded that all tested specimens ( except the 20 % side grooved specimens ) ended up on one single resistance ...
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