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 14
... vertical orientation ( έ = 107 s1 ) B2VT1 lab 1.06 3.18 3.18 4.1 B3 ( 15 ) lab 1.08 5.00 5.00 5.6 B5 ( 14 ) lab 1.02 2.59 2.81 5.1 B5 ( 20 ) lab .97 2.59 2.59 5.8 N4T8C1 sea 1.24 2.27 2.27 6.8 N4T2C1 sea .92 1.36 1.36 5.7 N4TIC1 sea .92 ...
... vertical orientation ( έ = 107 s1 ) B2VT1 lab 1.06 3.18 3.18 4.1 B3 ( 15 ) lab 1.08 5.00 5.00 5.6 B5 ( 14 ) lab 1.02 2.59 2.81 5.1 B5 ( 20 ) lab .97 2.59 2.59 5.8 N4T8C1 sea 1.24 2.27 2.27 6.8 N4T2C1 sea .92 1.36 1.36 5.7 N4TIC1 sea .92 ...
Page 34
VERTICAL POSITION ( CM ) VERTICAL POSITION ( CM ) 0.2 20 0 VERTICAL POSITION ( CM ) 0.2 0.4 0.6 0.8 1.0 1.2 0 1 T 1 0.4 0.2 0.2 0.4 0.6 0 ICE PROFILE AT FAILURE POSITION OF UNDEFORMED ICE SHEET VERTICAL POSITION ( CM ) 0 ICE PROFILE AT ...
VERTICAL POSITION ( CM ) VERTICAL POSITION ( CM ) 0.2 20 0 VERTICAL POSITION ( CM ) 0.2 0.4 0.6 0.8 1.0 1.2 0 1 T 1 0.4 0.2 0.2 0.4 0.6 0 ICE PROFILE AT FAILURE POSITION OF UNDEFORMED ICE SHEET VERTICAL POSITION ( CM ) 0 ICE PROFILE AT ...
Page 244
... Vertical Forces at High Velocities ( 0-31 kPa ) present . The effect of waterline diameter at the lower three speeds with the thickness of 32 mm is shown in Figure 8 ( Nos . 3 , 4 , 16 ) . It shows a decrease of both horizontal and vertical ...
... Vertical Forces at High Velocities ( 0-31 kPa ) present . The effect of waterline diameter at the lower three speeds with the thickness of 32 mm is shown in Figure 8 ( Nos . 3 , 4 , 16 ) . It shows a decrease of both horizontal and vertical ...
Contents
ICE PROPERTIESII | 31 |
Simple Beam Tests on Type S3 Sea | 63 |
ICE DRIFT AND DYNAMICS | 69 |
Copyright | |
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analysis angle approximately Arctic assumed average beam calculated coefficient Cold conducted Conference constant crack creep crushing curves deflection deformation dependence determined developed drift dynamic effect elastic energy Engineering equation estimated experimental experiments factor failure field Figure flexural flow force fracture friction function given grain heat horizontal ice force ice loads ice sheet iceberg impact increase indicates International island layer length limit linear material mean measured Mechanics method motion normal Norton Sound observed obtained Ocean Offshore operating oriented panel parameters plate POSITION presented pressure properties range ratio reference region reinforced relative Report Research response saline samples scale sea ice shape ship shown shows specimen speed spray strain rate strength stress structure surface Table temperature tests thermosyphon thickness tion transfer values vertical wind