Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 90
... field of dynamic or wind loads for iced wires , the background in the area has been realized by the works of Nigol ( 1976 ) , Bouchard and McComber ( 1992 ) . Although , one of the main problem in the development of a more accurate ...
... field of dynamic or wind loads for iced wires , the background in the area has been realized by the works of Nigol ( 1976 ) , Bouchard and McComber ( 1992 ) . Although , one of the main problem in the development of a more accurate ...
Page 135
... field extended to 75 m from the CRI , the loads on the structure were negligible . INTRODUCTION For a large number of the offshore structures that have been built in the Beaufort Sea , a grounded ice rubble field forms around the ...
... field extended to 75 m from the CRI , the loads on the structure were negligible . INTRODUCTION For a large number of the offshore structures that have been built in the Beaufort Sea , a grounded ice rubble field forms around the ...
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 ...
Contents
MECHANICAL PROPERTIES OF | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 10 |
SizeEffect in IndentationInduced Splitting Floe Experiments | 29 |
Copyright | |
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actuator analysis angle Arctic aspect ratio average behaviour berm calculated Canada coefficient compression constant contact area crack creep deformation crushed ice damage decrease deformation density displacement dynamic edge effect equation evaporator experimental extrusion fracture Frederking friction function heat transfer Hobson's Choice horizontal ice cover ice failure ice force ice fragment ice load ice plate ice rubble ice sample ice sheet ICE TEST ice thickness ice-structure interaction icebreaking icicle increases indentation rate indentation tests indentation velocity indentor Jordaan laser layer length Masterson material maximum measured mm/s modulus Molikpaq Offshore parameters plastic strain Poisson's ratio polycrystalline ice Pond Inlet Pressure MPa pumps rubble field rubble pile rubble system scale sea ice shown in Figure simulation Sinha spallation spalling spraying strain rate strength stress structure surface temperature tensile tensile strength tensile stress Timco values vertical viscous wind speed Young's modulus zone