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 583
Through a small outlet in position 7 , a feeder hose from an adjustable constant pressure pump was connected . The pressure in the loop was read on manometers at the pump and at the blind flange , position 18 .
Through a small outlet in position 7 , a feeder hose from an adjustable constant pressure pump was connected . The pressure in the loop was read on manometers at the pump and at the blind flange , position 18 .
Page 608
3 ) just submerged at atmospheric pressure ( = 0.1 MPa ) ; • ) 0.1 MPa = submerged under atmospheric pressure ; 10.0 MPa = submerged under 1000 m water pressure . synthetic seawater composition according to ASTM D1141-75 . Table 2.
3 ) just submerged at atmospheric pressure ( = 0.1 MPa ) ; • ) 0.1 MPa = submerged under atmospheric pressure ; 10.0 MPa = submerged under 1000 m water pressure . synthetic seawater composition according to ASTM D1141-75 . Table 2.
Page 611
Permeability coefficient at different pressure gradients for NaCl - solution at 20 ° C . permeability coefficient ( 10-12 m / s ) pressure gradient ( MPa ) Type of cement . In general OPC - concrete possessed a higher degree of swelling ...
Permeability coefficient at different pressure gradients for NaCl - solution at 20 ° C . permeability coefficient ( 10-12 m / s ) pressure gradient ( MPa ) Type of cement . In general OPC - concrete possessed a higher degree of swelling ...
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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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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 |