Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 2-10
... buckling. 2.6.1 LOAD-DEFLECTION PATHS Under idealized circumstances, the load-deflection path of a structure may suddenly branch or bifurcate, as shown in Figure 2.11b ... buckling equilibrium and bifurcation buckling. 2.7 In-plane behaviour.
... buckling. 2.6.1 LOAD-DEFLECTION PATHS Under idealized circumstances, the load-deflection path of a structure may suddenly branch or bifurcate, as shown in Figure 2.11b ... buckling equilibrium and bifurcation buckling. 2.7 In-plane behaviour.
Page 46
... buckling stress will increase. The critical buckling stress became more than 50% reduced due to this temporary free edge of the flange, which also was realized already on the ground. However, as has been mentioned earlier, they waited ...
... buckling stress will increase. The critical buckling stress became more than 50% reduced due to this temporary free edge of the flange, which also was realized already on the ground. However, as has been mentioned earlier, they waited ...
Page 181
... Buckling Test - A Column under Axial Compression 4.1 Columns and Imperfections In order to appreciate the nature of the experimental approach , let us first consider a simple buckling test - a column under axial compression . The column ...
... Buckling Test - A Column under Axial Compression 4.1 Columns and Imperfections In order to appreciate the nature of the experimental approach , let us first consider a simple buckling test - a column under axial compression . The column ...
Contents
ICE PROPERTIESII | 31 |
The Growth of EGADS Model Ice in a Small Tank | 47 |
ICE DRIFT AND DYNAMICS | 69 |
Copyright | |
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analysis angle Arctic Arctic Engineering average axial beam Beaufort Sea bending Bering Sea buckling calculated compressive Conference on Offshore corrosion crack creep curve cylinder deflection deformation density depth developed dew point diameter displacement dynamic effect elastic equation experimental failure finite element flow fracture fracture toughness free span function horizontal ice force ice loads ice sheet ice velocity icebreaking impact increase layer length lift force linear material maximum measured Mechanics and Arctic method nodal analysis normal force Offshore Mechanics operating parameters pipe pipeline plastic predicted presented pressure PVDF ratio ray tracing regular waves riser samples SCADA scour sea ice seabed Seventh International Conference shear ship shown in Figure simulation soil specimen spray ice steel strain gauges strain rate stress structure surface temperature tensile thermosyphon thickness tion values vertical welding zone