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 Load Cell Specimen Jack Collar End Plate Fig . 3. Experimental test set - up . Fig . 2. Wrinkle failure for stub - column specimen with L / D = 0.5 . 0.5 is shown after testing in Fig . 2.
-Compression Head -Knife Edges - Loading Arm Load Cell Specimen Jack Collar End Plate Fig . 3. Experimental test set - up . Fig . 2. Wrinkle failure for stub - column specimen with L / D = 0.5 . 0.5 is shown after testing in Fig . 2.
Page 111
900 Concentric Load , P 800 700 600 Net Axial Force in Pipe , C 500 The length of the specimens was selected to be three and one - third times the diameter of the larger pipe and it was hoped that the center diameter of the specimen ...
900 Concentric Load , P 800 700 600 Net Axial Force in Pipe , C 500 The length of the specimens was selected to be three and one - third times the diameter of the larger pipe and it was hoped that the center diameter of the specimen ...
Page 112
The axial load inside the pipe , C in Fig . 4 and the middle of the three curves in Fig . 5 , is maintained constant throughout the test . The eccentric force applied between the loading arms , Fin Fig . 4 and the lowest curve in Fig .
The axial load inside the pipe , C in Fig . 4 and the middle of the three curves in Fig . 5 , is maintained constant throughout the test . The eccentric force applied between the loading arms , Fin Fig . 4 and the lowest curve in Fig .
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
12 other sections not shown
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
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