Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 151
2 s to failure . Failure stress ranged from 2 MPa to 5 MPa . Dashed lines connect
the damage case and failure case for each test . The numbers on the plot refer to
the test number . Note that for Test 5 there were two damage loadings preceding
...
2 s to failure . Failure stress ranged from 2 MPa to 5 MPa . Dashed lines connect
the damage case and failure case for each test . The numbers on the plot refer to
the test number . Note that for Test 5 there were two damage loadings preceding
...
Page 200
scenarios associated with flexural failure are identified in Section 3 . Section 4
presents the results of a comprehensive analysis of piece size data obtained from
a variety of sources . The conclusion is given in Section 5 . 2 .
scenarios associated with flexural failure are identified in Section 3 . Section 4
presents the results of a comprehensive analysis of piece size data obtained from
a variety of sources . The conclusion is given in Section 5 . 2 .
Page 307
All samples exhibited overall brittle behavior , and failed with a sudden drop in
strength . The results in terms of faulting mechanism and final failure stresses
were compared . It was found that incremental loading has a great influence on
ice ' s ...
All samples exhibited overall brittle behavior , and failed with a sudden drop in
strength . The results in terms of faulting mechanism and final failure stresses
were compared . It was found that incremental loading has a great influence on
ice ' s ...
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Contents
SHIP NAVIGATION IN | 119 |
OMAE99PA1103 | 209 |
OMAE99PA1154 | 267 |
Copyright | |
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analysis angle applied Arctic ASME assumed average blade block brittle calculated Canada channel coefficient compared component conducted cone considered constant Copyright crack creep crushing damage dependence depth determined direction distribution draft edge effect Engineering equation estimate experiments factor failure field Figure floe flow friction function given horizontal ice force ice loads ice sheet ice thickness iceberg icebreaker increase indentation indentor interaction International length maximum mean measured Mechanics method Newfoundland observed obtained occurred Offshore operations parameters peak performance pipeline predicted present pressure Proceedings propeller range ratio recorded region Report Research resistance rubble salinity scale shape shear ship shown shows speed strength stress structure surface Table temperature tests values velocity vertical wave width wind zone