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
Note that for Test 5 there were two damage loadings preceding the failure
loading . No consistent trends between the damage times or damage pressure
and subsequent failure stress are evident . With the exception of Test 3 , failure
stress ...
Note that for Test 5 there were two damage loadings preceding the failure
loading . No consistent trends between the damage times or damage pressure
and subsequent failure stress are evident . With the exception of Test 3 , failure
stress ...
Page 153
SUMMARY AND CONCLUSIONS On average , the strength of damaged ice with
a rigid indentor and at high loading rates was 3 . 5 MPa over an area of 0 . 3 m2 ,
compared to 1 . 58 MPa for undamaged ice , while in Phase I we had obtained ...
SUMMARY AND CONCLUSIONS On average , the strength of damaged ice with
a rigid indentor and at high loading rates was 3 . 5 MPa over an area of 0 . 3 m2 ,
compared to 1 . 58 MPa for undamaged ice , while in Phase I we had obtained ...
Page 307
It was found that incremental loading has a great influence on ice ' s terminal
brittle compressive strength . The failure stresses were found to be consistently
higher for incrementally loaded samples . Regardless of the loading procedure
all ...
It was found that incremental loading has a great influence on ice ' s terminal
brittle compressive strength . The failure stresses were found to be consistently
higher for incrementally loaded samples . Regardless of the loading procedure
all ...
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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