Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 20
... installation . The installation of each connector was performed ac- cording to the following procedure : ⚫ the connector was carried to the seabottom directly installed on the expanding device that can move both horizontally and ...
... installation . The installation of each connector was performed ac- cording to the following procedure : ⚫ the connector was carried to the seabottom directly installed on the expanding device that can move both horizontally and ...
Page 97
... installation . Moving with lower laying pulling forces , even within the strain / stress limitations given by currently recognised practices , it may cause a decrease in the safety margin with respect to possible failures during ...
... installation . Moving with lower laying pulling forces , even within the strain / stress limitations given by currently recognised practices , it may cause a decrease in the safety margin with respect to possible failures during ...
Page 275
... installation . Simulated bend tests have been performed on 12 inch pipe ( 14.3 mm wall ) coated with 500 microns of FBE and 500 microns of the chemically mod- ified polypropylene copolymer . Three test programs were conducted by Heriot ...
... installation . Simulated bend tests have been performed on 12 inch pipe ( 14.3 mm wall ) coated with 500 microns of FBE and 500 microns of the chemically mod- ified polypropylene copolymer . Three test programs were conducted by Heriot ...
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone