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
Maximum Force Observed on Lood Indicator chamber , in which the temperature was controlled to within 0.2 ° C and kept at -15 ° C . Humidity inside the chamber was very low so that the specimen was enclosed in a perspex box thereby ...
Maximum Force Observed on Lood Indicator chamber , in which the temperature was controlled to within 0.2 ° C and kept at -15 ° C . Humidity inside the chamber was very low so that the specimen was enclosed in a perspex box thereby ...
Page 219
But , now observe that the most intense zone of fracturing is not along the characteristic directions of shear but ... the observed mechanism during crushing would appear to be associated with fracture due to hydrostatic stress states .
But , now observe that the most intense zone of fracturing is not along the characteristic directions of shear but ... the observed mechanism during crushing would appear to be associated with fracture due to hydrostatic stress states .
Page 258
A similarity in the forms of the full - scale and modelscale time histories was observed . An interesting collapsing phenomenon of the friction coefficient , observed quite often in the full - scale high pressure panel , is shown in Fig ...
A similarity in the forms of the full - scale and modelscale time histories was observed . An interesting collapsing phenomenon of the friction coefficient , observed quite often in the full - scale high pressure panel , is shown in Fig ...
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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