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dc.contributor.authorPeyton, H. R. (Harold R.)
dc.date.accessioned2024-11-27T00:07:47Z
dc.date.available2024-11-27T00:07:47Z
dc.date.issued1966-12
dc.identifier.urihttp://hdl.handle.net/11122/15638
dc.descriptionUAG R-182; Final report.en_US
dc.description.abstractThis report contains the results from a study of the mechanical and structural properties of sea ice; the study commenced in 1958 and was completed in late 1965. Most of the experimental work is based upon stress-strain tests in both direct compression and direct tension. Approximately 3800 of these tests were made. Those parameters anticipated to have significant effect upon strength were measured: temperature, salinity, rate of loading, crystal size, crystallographic orientation, history of the ice and depth in the ice sheet. All of these are found to be significant except that the history factor itself tended to be determined by the other parameters. The analysis was accomplished primarily by the testing of models by linear multiple regression. The models selected yield good results with multiple correlation coefficients between 0.70 and 0.98 over a range of petrofabric types. Sea ice is shown to be complex and its description requires five classifications of petrofabric types, each of which exhibit somewhat different characteristics. The load rate proved to be a highly significant parameter in both strength and stiffness in most cases. Ice failing in tension is somewhat less sensitive to load rate than is ice in compression. The interrelated effects of salinity and temperature were studied using the brine volume concept. This study yielded positive confirmation of the brine volume concept, evidence of solid salt reinforcement, and evidence of failure plane selectivity to bypass strongly reinforced planes. These aspects pertain to both tension and compression failure modes. Depth in the ice sheet is shown to be a strength factor when related to each of three parameters; rate of loading, brine volume and solid salt reinforcement. Additional work accomplished in conjunction with construction of large offshore oil drilling platforms had provided significant information concerning oscillatory failure of sea ice in compression and strength reduction at very high load rates. The ice failure force oscillation is an ice property and is not primarily a function of the response of the structure. The amplitude of oscillation is large and at a frequency in the range of most space frame structures. The failing ice may cause forced resonant vibration in structures, and the forces are large enough to resonantly vibrate structure weighing several thousand tons.en_US
dc.description.sponsorshipSupported by Department of the Navy, Office of Naval Research, Contract Nonr-2601(01), Contract Authority No. NR 307-247/7-6-65.en_US
dc.description.tableofcontentsAbstract – Preface – Acknowledgments – List of tables – List of figures – List of exhibits – 1. Introduction – 1.1. General properties, a review – 1.2. Research objectives –1.3. Experiments – 1.4. Preview of results – 1.5. Closure – 2. Experiments – 2.1. Location – 2.2. Petrofabrics: crystal size, shape and orientation – 2.3. Measurements of temperature – 2.4. Sampling – 2.5. Mechanical properties – 2.6. Data reduction – 3. Early results – 3.1. General – 3.2. Ice forms – 3.3. Strength – 3.4. General results – 4. Data analysis – 4.1. Introduction – 4.2. Example of basic technique – 4.3. Dispersion measured in natural logarithms – 4.4. Simple interrelationships – 5. Load rate effects – 5.1. Introduction – 5.2. Rate of loading effect, compression – 5.3. Rate of loading effect, tension – 5.4. Rate of loading effect; tension and compression comparisons – 5.5. Summary – 6. Brine and solid salt effects – center ice – one inch depth – 6.1. Introduction – 6.2. Brine solidification – 6.3. Failure types – 6.4. Reevaluation of published data – 6.5. Conclusions – 7. General function for strength, center ice, all depths – 7.1. Introduction – 7.2. Center ice data, compression – 7.3. A general strength function for 1 inch center ice – 7.4. The brine function, liquid and solid – 7.5. Testing, adjusting, and evaluating the complete strength function – 7.6. Integrated compressive strength of an ice sheet, center ice, horizontal loading – 7.7. Conclusions – 8. Strength functions, bottom ice – 8.1. Introduction – 8.2. Average strength – 8.3. Elasticity – 8.4. Tensile strate function of 90-00, 90-45 and 90-00 orientations – 8.5. Compressive strength functions of 90-00, 90-45 and 90-00 orientations – 8.6. Testing the strength functions – 9. Brine-basal plane – 9.1. Introduction – 9.2. Brine-basal plane characteristics – 9.3. Summary and conclusions – 10 Application – 10.1. Introduction – 10.2. Initial observations – 10.3. Ice thickness predictions – 10.4. Rafting – 10.5. Ice strength – 10.6. Lateral ice forces on piling.en_US
dc.language.isoen_USen_US
dc.subjectSea iceen_US
dc.titleSea ice strengthen_US
dc.typeReporten_US
refterms.dateFOA2024-11-27T00:07:49Z


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