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 373
The crack growth rate obtained from the type of specizens of HT80 ( 7 ) which has bechanical properties sinilar to the naterial tested in this work is slower than that observed in this work due to the better plasticity of the HT80 .
The crack growth rate obtained from the type of specizens of HT80 ( 7 ) which has bechanical properties sinilar to the naterial tested in this work is slower than that observed in this work due to the better plasticity of the HT80 .
Page 470
The correlation obtained between the FACTS and finite element results is considered to be reasonable with FACTS predictions on the conservative side for most of the range . Stress Intensity Factors and Fatigue Life Comparisons The ...
The correlation obtained between the FACTS and finite element results is considered to be reasonable with FACTS predictions on the conservative side for most of the range . Stress Intensity Factors and Fatigue Life Comparisons The ...
Page 538
... of the residual force vector after the accelerating process accelerating parameter obtained from minimizing En 1 accelerating parameter obtained from minimizing E ? + 1 unstable crack level and figure out the fracture pattern .
... of the residual force vector after the accelerating process accelerating parameter obtained from minimizing En 1 accelerating parameter obtained from minimizing E ? + 1 unstable crack level and figure out the fracture pattern .
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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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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