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 306
Fillet - welded non - load - carrying type cruciform joints and Tee joints were prepared by shielded metal arc welding , as shown in Fig.1 ... Weldings were carried out with sufficient care not to introduce under - cut - like defects .
Fillet - welded non - load - carrying type cruciform joints and Tee joints were prepared by shielded metal arc welding , as shown in Fig.1 ... Weldings were carried out with sufficient care not to introduce under - cut - like defects .
Page 378
It should also be noted that no other mechanical tests such as Charpy or tensile testing were carried out . The full scale fatigue test specimen , designated W24 , was also fabricated in accordance with conventional practice .
It should also be noted that no other mechanical tests such as Charpy or tensile testing were carried out . The full scale fatigue test specimen , designated W24 , was also fabricated in accordance with conventional practice .
Page 469
The fracture mechanics analyses were carried out using the program FACTS which was developed recently as part of a UK Joint Industry Research Project and incorporates the current state of knowledge on fatigue crack growth analyses of ...
The fracture mechanics analyses were carried out using the program FACTS which was developed recently as part of a UK Joint Industry Research Project and incorporates the current state of knowledge on fatigue crack growth analyses of ...
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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