Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 187
Thus , the dead load applied during these bond - creep tests ranged between 39 and 63 % of the ultimate elastic pull - out force . In all cases , bond failure was eventually observed , suggesting that dead loads of the order of 1/3 of ...
Thus , the dead load applied during these bond - creep tests ranged between 39 and 63 % of the ultimate elastic pull - out force . In all cases , bond failure was eventually observed , suggesting that dead loads of the order of 1/3 of ...
Page 133
The applied in the direction of jth dynamic d.o.f. is obtained by solving Eq.4 in the frequency doman with { p ( t ) } changed as T iwt { P ( t ) } " = { 0 0 0 .. ..e 00 ] ( 6 ) iwt in which e is the jth element of the vector { P ( t ) ...
The applied in the direction of jth dynamic d.o.f. is obtained by solving Eq.4 in the frequency doman with { p ( t ) } changed as T iwt { P ( t ) } " = { 0 0 0 .. ..e 00 ] ( 6 ) iwt in which e is the jth element of the vector { P ( t ) ...
Page 31
Applying the transformation equations ( 4 ) and ( 5 ) on the coordinates of Notice that due to the complexity of the six ... jth column element of matrix ( given by robot crane platform as a function of the applied external load .
Applying the transformation equations ( 4 ) and ( 5 ) on the coordinates of Notice that due to the complexity of the six ... jth column element of matrix ( given by robot crane platform as a function of the applied external load .
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding