Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4; Volume 8, Part 4American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 92
Page 26
... observed here as was observed by Timco and Frederking ( 1986 ) . shown in figure 1 , the cracks in this series of tests were perpendicular to the main crack , and might thus have been expected to blunt or otherwise stop the main crack ...
... observed here as was observed by Timco and Frederking ( 1986 ) . shown in figure 1 , the cracks in this series of tests were perpendicular to the main crack , and might thus have been expected to blunt or otherwise stop the main crack ...
Page 141
... Observations throughout the years indicate that the majority of the Barents Sea icebergs are less than 100 m across ( cf. e.g. Table 3 ) . An extreme extension , as much as 800 m , was observed in Storfjorden in 1919 ( Tyrrell 1922 ) ...
... Observations throughout the years indicate that the majority of the Barents Sea icebergs are less than 100 m across ( cf. e.g. Table 3 ) . An extreme extension , as much as 800 m , was observed in Storfjorden in 1919 ( Tyrrell 1922 ) ...
Page 143
... observed to be above 200 m . Many of the bergs are distinguised by marked , confined differences in brightness together with only faint shadows , probably because of a tilting surface . The freeboard could therefore not be estimated for ...
... observed to be above 200 m . Many of the bergs are distinguised by marked , confined differences in brightness together with only faint shadows , probably because of a tilting surface . The freeboard could therefore not be estimated for ...
Contents
OFFSHORE MECHANICS | 1 |
The Growth of Radial Cracks in Ice Sheets | 7 |
ICE FORCES | 11 |
Copyright | |
30 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle Arctic Engineering assumed Barents Sea Beaufort Sea behaviour berm Bjørnøya calculated coefficient Cole components computed Conference on Offshore constant constitutive equation damage evolution damage model deformation density depth determined diameter distribution dynamic effect energy equation experimental factor failure force fracture mechanics fracture toughness frequency friction function Geogrid grain horizontal ice floe ice load ice sheet ice thickness iceberg icebreaking impact increase indentor initial interaction keel material maximum measured Mechanics and Arctic Mellor microcracks modulus motion notch nucleation observed obtained ocean Offshore Mechanics parameters peak stress plane polycrystalline ice predicted pressure probability Proc radar ratio resistance ridge samples sea ice seabed shear shear stress ship shown in Figure simulation specimen spray ice strain rate strain tensor strength structure surface temperature tensile tensile stress tensor tests uniaxial compression variable vector velocity vertical wave Young's modulus