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 408
Layer Number of wires ( n ) Lay direction Wire diameter D ( mm ) Lay angle Q ( degrees ) Trellis patch between layer numbers 1 and 2 2 and 3 3 and 4 1 : outer layer 39 : Strand outer diameter ( nal 3500 3000 1 2 3 4 5 M P لما ها 36 30 ...
Layer Number of wires ( n ) Lay direction Wire diameter D ( mm ) Lay angle Q ( degrees ) Trellis patch between layer numbers 1 and 2 2 and 3 3 and 4 1 : outer layer 39 : Strand outer diameter ( nal 3500 3000 1 2 3 4 5 M P لما ها 36 30 ...
Page 433
STRESS CONCENTRATIONS IN X - JOINTS WITH EQUAL DIAMETER Morten Baerheim STATOIL Stavanger , Norway THE UNIVERSITY OF MICH ! ** pemena THE UNIVERSITY OF CLICK ! 1 i 3 . 3. 1991 OMAE – Volume III - B , Materials Engineering ASME - 1991 ...
STRESS CONCENTRATIONS IN X - JOINTS WITH EQUAL DIAMETER Morten Baerheim STATOIL Stavanger , Norway THE UNIVERSITY OF MICH ! ** pemena THE UNIVERSITY OF CLICK ! 1 i 3 . 3. 1991 OMAE – Volume III - B , Materials Engineering ASME - 1991 ...
Page 595
3 " 4 " 6 " Diameter ( inch ) Figure 2. The graph shows the weight saving that can be achieved for each diameter by changing from high Mo. steel to GRP in the fire water system on Gullfaks C. Diameter [ inch ) Figure 3.
3 " 4 " 6 " Diameter ( inch ) Figure 2. The graph shows the weight saving that can be achieved for each diameter by changing from high Mo. steel to GRP in the fire water system on Gullfaks C. Diameter [ inch ) Figure 3.
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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 | |
20 other sections not shown
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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
Bibliographic information
| Title | 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 Part 2 of Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering - 1991. Vol. 3, Materials engineering |
| Editor | Mamdouh M. Salama |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791807207, 9780791807200 |
| Length | 323 pages |
| Export Citation | BiBTeX EndNote RefMan |