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 110
-Compression Head -Knife Edges Loading Arm Specimen Load Cell Jack Collar End Plate Fig . 2. Wrinkle failure for stub - column specimen with L / D = 0.5 . 0.5 is shown after testing in Fig . 2. This type of failure is often observed in ...
-Compression Head -Knife Edges Loading Arm Specimen Load Cell Jack Collar End Plate Fig . 2. Wrinkle failure for stub - column specimen with L / D = 0.5 . 0.5 is shown after testing in Fig . 2. This type of failure is often observed in ...
Page 111
... LOADING CONDITIONS The tests associated with the project are shown in Table 1. The specimen descriptor ( or test name ) for each test explains the rationale for the load conditions of each test . The system of notation is explained in ...
... LOADING CONDITIONS The tests associated with the project are shown in Table 1. The specimen descriptor ( or test name ) for each test explains the rationale for the load conditions of each test . The system of notation is explained in ...
Page 112
... loading the test specimens was to first apply the axial load , then to apply the internal pressure , and , last , to impose curvature on the pipe by spreading the loading arms with the eccentric jack . The primary action during loading ...
... loading the test specimens was to first apply the axial load , then to apply the internal pressure , and , last , to impose curvature on the pipe by spreading the loading arms with the eccentric jack . The primary action during loading ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone