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 36
10 on Comparison of Results Based the measured peak loak ( PE ) , the width of the buckling board ( B ) and the ice thickness ( h ) , the buckling pressure ( 0 ) was determined as 8 Of = Pf / Bh ( 1 ) was R6 BUCKLING PRESSURE ( MPa ) R5 ...
10 on Comparison of Results Based the measured peak loak ( PE ) , the width of the buckling board ( B ) and the ice thickness ( h ) , the buckling pressure ( 0 ) was determined as 8 Of = Pf / Bh ( 1 ) was R6 BUCKLING PRESSURE ( MPa ) R5 ...
Page 37
Buckling Analysis of Wedge - shaped Floating Ice Sheets " . Proc . Fifth International Conference Port and Ocean Engineering under Arctic Conditions ( POAC ) , NTH , Trondheim , Norway , August 13-18 , vol . 1 , pp .
Buckling Analysis of Wedge - shaped Floating Ice Sheets " . Proc . Fifth International Conference Port and Ocean Engineering under Arctic Conditions ( POAC ) , NTH , Trondheim , Norway , August 13-18 , vol . 1 , pp .
Page 310
3 . random imperfections which act as triggers for local buckling at isolated locations anywhere in the cylinders . as are ( 2 ) INELASTIC BIFURCATION BUCKLING / NONLINEAR COLLAPSE OF CYLINDERS UNDER AXIAL COMPRESSION ( 16 ) Gellin ...
3 . random imperfections which act as triggers for local buckling at isolated locations anywhere in the cylinders . as are ( 2 ) INELASTIC BIFURCATION BUCKLING / NONLINEAR COLLAPSE OF CYLINDERS UNDER AXIAL COMPRESSION ( 16 ) Gellin ...
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |