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 142
... field situations and to aid in optimizing the design of a protective rubble field . The current tests provide some insight into this problem . Consider , for example , a typical situation of an actual rubble field . The vertical weight ...
... field situations and to aid in optimizing the design of a protective rubble field . The current tests provide some insight into this problem . Consider , for example , a typical situation of an actual rubble field . The vertical weight ...
Page 50
... field joint is expected to reduce and even to invert this possibly giving at the end a shift towards the field joint even on the tensile side . - During unloading , friction and wrinkling of anticorrosion coating together with the rigid ...
... field joint is expected to reduce and even to invert this possibly giving at the end a shift towards the field joint even on the tensile side . - During unloading , friction and wrinkling of anticorrosion coating together with the rigid ...
Page 55
... field joints of 1.3-1.4 and 1.2-1.3 . Furthermore , for the subject cases the present laying criteria resulted in maximum strain levels of approximately 0.25 % 0.26 % in the overbend and 0.21 % 0.22 % in the sagbend sections ...
... field joints of 1.3-1.4 and 1.2-1.3 . Furthermore , for the subject cases the present laying criteria resulted in maximum strain levels of approximately 0.25 % 0.26 % in the overbend and 0.21 % 0.22 % in the sagbend sections ...
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 bubbly 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 evaporator experimental extrusion floe flow fracture free spans friction function 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 mm/s Molikpaq niobium 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