Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 4-5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 111
... specimen length would then not be significantly influenced by the end conditions . However , it is highly desirable to avoid the formation of failures in the region of the end plates , such as occurred for the axial specimens , because ...
... specimen length would then not be significantly influenced by the end conditions . However , it is highly desirable to avoid the formation of failures in the region of the end plates , such as occurred for the axial specimens , because ...
Page 262
... specimens were all less than 1 mpy , as compared to the value of approximately 4 mpy with no protection applied to a bare test specimen in this electrolyte at room temperature . In essentially all cases , the test specimens ...
... specimens were all less than 1 mpy , as compared to the value of approximately 4 mpy with no protection applied to a bare test specimen in this electrolyte at room temperature . In essentially all cases , the test specimens ...
Page 341
... specimen was predominantly quasi - cleavage and without ductile areas . This was more characteristic of the specimens that had failed during exposure , and it was thus concluded that the specimen had developed cracks during testing ...
... specimen was predominantly quasi - cleavage and without ductile areas . This was more characteristic of the specimens that had failed during exposure , and it was thus concluded that the specimen had developed cracks during testing ...
Contents
MECHANICAL PROPERTIES OF | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 10 |
ICE ENGINEERING | 53 |
Copyright | |
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actuator Alberta analysis angle Arctic aspect ratio axial behaviour bending berm buckling calculated Canada cathodic protection coating coefficient compression concrete corrosion crack creep creep deformation crushed ice damage deformation density depth developed diameter displacement dynamic effect elastic Engineering equation experimental extrusion field floe flow fracture free spans friction geometry heat transfer Hobson's Choice horizontal ice failure ice force ice plate ice rubble ice sheet ICE TEST icebreaking icicle increase indentation rate indentor layer length load longitudinal material maximum measured Mechanics mm/s Molikpaq niobium Offshore OMAE parameters pile pipe pipeline pits plane plane strain polycrystalline ice predicted Pressure MPa Research resistance rubble system sample scale seabed shear shown in Figure simulation Snamprogetti soil spallation specimens speed spraying steel stiffness strain gauges strength stress structure surface temperature tensile thickness values velocity vertical weld Young's modulus Zeepipe zone