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 ) . ... RV Grain τ Grain boundaries X2 where ed is the delayed elastic strain tensor .
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 ) . ... RV Grain τ Grain boundaries X2 where ed is the delayed elastic strain tensor .
Page 112
BOUNDARY ELEMENT FORMULATION of the method and validate its results , including comparison with a dynamic polaristic experiment . The paper demonstrates that boundary elements provide a powerful and effective tool for the analysis and ...
BOUNDARY ELEMENT FORMULATION of the method and validate its results , including comparison with a dynamic polaristic experiment . The paper demonstrates that boundary elements provide a powerful and effective tool for the analysis and ...
Page 115
Aoki , S. , Kishimoto , K. and Sakata , M. " Boundary Element Analysis of Galvanic Corrosion " , Boundary Elements VII , Villa Olmo , Lake Como , Italy , September 1985 , Computational Mechanics Publications , Southampton , 1985 . 9 .
Aoki , S. , Kishimoto , K. and Sakata , M. " Boundary Element Analysis of Galvanic Corrosion " , Boundary Elements VII , Villa Olmo , Lake Como , Italy , September 1985 , Computational Mechanics Publications , Southampton , 1985 . 9 .
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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