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 3 |
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Page 390
The S - N plot of predicted propagation life using the MC2 model compared with the experimental data is given in Fig . 6 . 5.2 Variable Amplitude Loading The data for the Canadian plate joints together with welded plate and tubular ...
The S - N plot of predicted propagation life using the MC2 model compared with the experimental data is given in Fig . 6 . 5.2 Variable Amplitude Loading The data for the Canadian plate joints together with welded plate and tubular ...
Page 484
It should be noted , though , that defect 2 would propagate , in general , from a region of high fatigue damage to ... Table 8 : Remaining fatigue life predictions for crack propagation at chord / weld interface Remaining fatigue life ...
It should be noted , though , that defect 2 would propagate , in general , from a region of high fatigue damage to ... Table 8 : Remaining fatigue life predictions for crack propagation at chord / weld interface Remaining fatigue life ...
Page 542
The results of fracture load analysis are plotted in Figure 10 in which the results without considering the crack propagation are also plotted for comparison . The development of plastic zone following the increase of external load for ...
The results of fracture load analysis are plotted in Figure 10 in which the results without considering the crack propagation are also plotted for comparison . The development of plastic zone following the increase of external load for ...
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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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Common terms and phrases
analysis applied assessment attachment axial axial load Basic bending brace calculated carried chord compared comparison composite considered constant crack depth crack growth curve cycles defect dependence determined diameter distribution Energy Engineering equation experimental failure fatigue strength Figure finite element fire force fracture mechanics function geometry given impact improved included increasing indicated initiation integration International layer length limit load material mean measured method obtained offshore offshore structures parameters performance pipe plastic plate plate thickness predictions present pressure problem procedure propagation protection ratio reference respectively root seawater shown shows solutions specimens steel strain stress concentration stress intensity factor stress range structures surface surface crack Table temperature tension thickness effect tubular joints values wall weight weld toe