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 236
... considered rigid , assuming the mass of the ship is large in comparison to that of the floe . This assumption leads to a conservative predic- tion of force . Additionally , the potential splitting failure of the floe is not considered ...
... considered rigid , assuming the mass of the ship is large in comparison to that of the floe . This assumption leads to a conservative predic- tion of force . Additionally , the potential splitting failure of the floe is not considered ...
Page 194
... considered , such as by the following ones . - Minimisation of the pipelaying tension could reduce free span length but might increase the pipelaying costs ; - Flooding of the pipelines before trenching could im- prove trenching ...
... considered , such as by the following ones . - Minimisation of the pipelaying tension could reduce free span length but might increase the pipelaying costs ; - Flooding of the pipelines before trenching could im- prove trenching ...
Page 246
... considered acceptable in most cases . - DESIGN EXAMPLES In the following a rational design procedure will be presented by the use of examples . Critical Imperfections Consider a 12.75 inch OD pipe of 0.75 inch wall thickness with a ...
... considered acceptable in most cases . - DESIGN EXAMPLES In the following a rational design procedure will be presented by the use of examples . Critical Imperfections Consider a 12.75 inch OD pipe of 0.75 inch wall thickness with a ...
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