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
A discussion is also included on the proportion of the compressive stress range to be included as an effective stress range in the prediction model calculations . This paper presents the most recent T - plate test data which were ...
A discussion is also included on the proportion of the compressive stress range to be included as an effective stress range in the prediction model calculations . This paper presents the most recent T - plate test data which were ...
Page 463
The only solution of those included that can incorporate the weld angle is that due to Niu - Glinka ( N - G ) . Figure 3 shows a comparison between predictions from ( N - G ) and the FE results from Bell ( October 1985 ) .
The only solution of those included that can incorporate the weld angle is that due to Niu - Glinka ( N - G ) . Figure 3 shows a comparison between predictions from ( N - G ) and the FE results from Bell ( October 1985 ) .
Page 594
This study which included the fire water system on a SEPF platform of Elf Aquitaine in Congo was based on a letter of enquiry . Both material and installation costs were included and the results given in figure 1 reflects maximum and ...
This study which included the fire water system on a SEPF platform of Elf Aquitaine in Congo was based on a letter of enquiry . Both material and installation costs were included and the results given in figure 1 reflects maximum and ...
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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