Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 49
Page 151
... Fig . 5. Also shown on this figure is the failure stress for Test 1 of 1.58 MPa for this test series ( rigid ... Fig . 5 ( a ) . This conclusion is even more evident in Fig . 5 ( b ) where the data in Fig . 5 ( a ) have been adjusted to ...
... Fig . 5. Also shown on this figure is the failure stress for Test 1 of 1.58 MPa for this test series ( rigid ... Fig . 5 ( a ) . This conclusion is even more evident in Fig . 5 ( b ) where the data in Fig . 5 ( a ) have been adjusted to ...
Page 175
... Fig.3 Convergence of the solution shown in Fig.2 . The convergence is examined using the number of expanding terms N. A computation result for the case of oscillat- ing frequency being 2Hz is shown in Fig.3 . The horizontal axis is the ...
... Fig.3 Convergence of the solution shown in Fig.2 . The convergence is examined using the number of expanding terms N. A computation result for the case of oscillat- ing frequency being 2Hz is shown in Fig.3 . The horizontal axis is the ...
Page 342
... shown in Fig . 3. Figure 4 shows the time history of the force against the central structure . In Fig . 3 , short segment drawn from the center of each floe indicates the quantity and direction of the force acting on the floe at that ...
... shown in Fig . 3. Figure 4 shows the time history of the force against the central structure . In Fig . 3 , short segment drawn from the center of each floe indicates the quantity and direction of the force acting on the floe at that ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
24 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle applied Arctic ASME assumed average blade block boundary calculated Canada channel coefficient component conducted considered constant Copyright crack creep crushed dependence depth determined direction distribution effect Engineering equation estimate experiments factor failure field Figure floes flow force frequency friction function given height horizontal ice force ice loads ice sheet ice thickness iceberg icebreaker included increase indentation indentor interaction International layer length material maximum mean measured Mechanics method Newfoundland observed obtained occurred Offshore operations parameters peak performance predicted present pressure propeller range ratio region Report Research resistance salinity scale scour shape shear ship shown shows similar soil speed stamukha strain strength stress structure surface Table temperature tests thrust torque values vertical wave width wind zone