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 5
Grain boundary sliding is only caused by the shear stress which acts in a direction parallel to the grain boundary , as shown in Figure 4 ( a ) . 911 and $ , o / E , х . RV Grain τ Grain boundaries X2 where ed is the delayed elastic ...
Grain boundary sliding is only caused by the shear stress which acts in a direction parallel to the grain boundary , as shown in Figure 4 ( a ) . 911 and $ , o / E , х . RV Grain τ Grain boundaries X2 where ed is the delayed elastic ...
Page 143
of significant benefit . are Establish which of the hypothesized causes indeed present . an Resolve any conflicts between the various causes and flag unexpected situations such as defects with no causes . A prototype of interactive ...
of significant benefit . are Establish which of the hypothesized causes indeed present . an Resolve any conflicts between the various causes and flag unexpected situations such as defects with no causes . A prototype of interactive ...
Page 144
( p possible - causes - of - undercut ( goal suggest - possible - causes undercut ) ( defect undercut yes -significance ) ... ( fact possible - cause undercut travel - speed high ) ( fact possible - cause undercut electrode - diameter large ) ...
( p possible - causes - of - undercut ( goal suggest - possible - causes undercut ) ( defect undercut yes -significance ) ... ( fact possible - cause undercut travel - speed high ) ( fact possible - cause undercut electrode - diameter large ) ...
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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