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 6
... determined by the first equation of ( 47 ) . Evaluation of Parameters a and B To simplify the problem , it is hier assumed that a = B. The material parameter a or ẞ can be determined by means of eq . ( 47 ) through a comparison of ...
... determined by the first equation of ( 47 ) . Evaluation of Parameters a and B To simplify the problem , it is hier assumed that a = B. The material parameter a or ẞ can be determined by means of eq . ( 47 ) through a comparison of ...
Page 190
... determined by two means : ( a ) pipe displacement was determined by optical levelling of survey rods protruding through but isolated from the soil by a casing . ( b ) pipe strain was determined using electrical resistance strain gauges ...
... determined by two means : ( a ) pipe displacement was determined by optical levelling of survey rods protruding through but isolated from the soil by a casing . ( b ) pipe strain was determined using electrical resistance strain gauges ...
Page 287
... determined from Equation ( 19 ) . The variation of this lower bound with ẞ for varying degrees of metal loss is depicted in Figure 6. The dependence of the lower bound on R / t is very weak and can be neglected for typical values of ...
... determined from Equation ( 19 ) . The variation of this lower bound with ẞ for varying degrees of metal loss is depicted in Figure 6. The dependence of the lower bound on R / t is very weak and can be neglected for typical values of ...
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