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 293
Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering Mamdouh M. Salama. PROCEEDINGS OF THE 10TH INTERNATIONAL CONFERENCE ON OFFSHORE ...
Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering Mamdouh M. Salama. PROCEEDINGS OF THE 10TH INTERNATIONAL CONFERENCE ON OFFSHORE ...
Page 346
Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering Mamdouh M. Salama. 1 . THE INFLUENCE OF WELD PROFILE UPON THE THICKNESS DEPENDENCE ...
Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering Mamdouh M. Salama. 1 . THE INFLUENCE OF WELD PROFILE UPON THE THICKNESS DEPENDENCE ...
Page 411
Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, ... Strands and Multi - strand Ropes " , Part II of the Proceedings of the Institution of Civil Engineers , Dec. , 527-542 .
Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, ... Strands and Multi - strand Ropes " , Part II of the Proceedings of the Institution of Civil Engineers , Dec. , 527-542 .
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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