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 385
To this end , the crack shape development was carefully monitored using beach marks and potential drop techniques during the experimental tests . The resulting data on multiple initiation and coalescence of fatigue cracks have been used ...
To this end , the crack shape development was carefully monitored using beach marks and potential drop techniques during the experimental tests . The resulting data on multiple initiation and coalescence of fatigue cracks have been used ...
Page 391
Some variations can be seen between the experimental and predicted results due to the winter conditions of the load sequence not being synchronized between the predicted and experimental results . This occurs because the predictions ...
Some variations can be seen between the experimental and predicted results due to the winter conditions of the load sequence not being synchronized between the predicted and experimental results . This occurs because the predictions ...
Page 431
Table - 2 Ultimate axial stress : Experimental and computed results From Table - 1 . it can be found that the results given by the present method are close to that given by Aanholt and Taby ( 1983 ) and higher than that given by Ellinas ...
Table - 2 Ultimate axial stress : Experimental and computed results From Table - 1 . it can be found that the results given by the present method are close to that given by Aanholt and Taby ( 1983 ) and higher than that given by Ellinas ...
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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