Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 66
Page 68
... failure stress ; D , and tƒ are the displacement and time at failure . a The stress rate dependence of the strength agrees quite well with the borehole jack test results on similar first year orien- tated columnar grained sea ice by ...
... failure stress ; D , and tƒ are the displacement and time at failure . a The stress rate dependence of the strength agrees quite well with the borehole jack test results on similar first year orien- tated columnar grained sea ice by ...
Page 158
... failure of the frozen rubble system ( Figure 2B ) on the structure slope . The broken portion of the initially frozen rubble layer next to the structure slope can be treated just like the unconsolidated rubble in the other two layers ...
... failure of the frozen rubble system ( Figure 2B ) on the structure slope . The broken portion of the initially frozen rubble layer next to the structure slope can be treated just like the unconsolidated rubble in the other two layers ...
Page 160
... force . Figures 11,13 , and 15 show the three failure mechanisms , designated as Type I , Type II , and Type III failures , for the refrozen rubble system . 4.3.1 Type I Failure for Refrozen Rubble System Failure Mechanism 160.
... force . Figures 11,13 , and 15 show the three failure mechanisms , designated as Type I , Type II , and Type III failures , for the refrozen rubble system . 4.3.1 Type I Failure for Refrozen Rubble System Failure Mechanism 160.
Contents
MECHANICAL PROPERTIES OF | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 10 |
SizeEffect in IndentationInduced Splitting Floe Experiments | 29 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
actuator analysis angle applied Arctic assumed average behaviour bubbly calculated Canada components compression constant cover crack creep crushed ice crushing damage decrease deformation density dependence determined developed direction displacement distribution dynamic edge effect elastic element energy Engineering equation estimate evaporator experimental experiments failure field Figure floe flow force fracture friction function geometry given grain horizontal ice sheet icicle increases indentation indentor indicated initial interaction island layer length loading material maximum mean measured Mechanics observed obtained occurs parameters performed period plane plastic plate present pressure pumps range ratio reported Research respectively rubble sample scale ship shown in Figure shows similar simulation speed spraying strain strength stress structure surface temperature tests thickness values velocity vertical volume wind zone