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 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 35
... POSITION ( CM ) 0.2- 0.4 0.6 0.8 10 12 1.4 1.6 0 10 20 ICE PROFILE AT FAILURE 30 40 50 HORIZONTAL POSITION ( CM ) Figure 7 POSITION OF UNDEFORMED ICE SHEET 0.2 VERTICAL POSITION ( CM ) 0.6 0.4- 20 0.2 0 0.8 ICE PROFILE AT FAILURE POSITION ...
... POSITION ( CM ) 0.2- 0.4 0.6 0.8 10 12 1.4 1.6 0 10 20 ICE PROFILE AT FAILURE 30 40 50 HORIZONTAL POSITION ( CM ) Figure 7 POSITION OF UNDEFORMED ICE SHEET 0.2 VERTICAL POSITION ( CM ) 0.6 0.4- 20 0.2 0 0.8 ICE PROFILE AT FAILURE POSITION ...
Page 102
... POSITION & HEADING ! 1 INTERACTIVE DESIGN BY TRIAL ERROR SIMULATORS : ENTER : WEATHER LINE LENGTHS , FAILED LINES . EQL.POSITION OF VESSEL & RESPONSE OF MOORING SYSTEM UESSEL POSITION ENTER : DESIRED VESSEL POSITION ADJUSTMENTS OF LINES ...
... POSITION & HEADING ! 1 INTERACTIVE DESIGN BY TRIAL ERROR SIMULATORS : ENTER : WEATHER LINE LENGTHS , FAILED LINES . EQL.POSITION OF VESSEL & RESPONSE OF MOORING SYSTEM UESSEL POSITION ENTER : DESIRED VESSEL POSITION ADJUSTMENTS OF LINES ...
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