Fracture Behavior Of Ice In Charpy Impact Testing


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Fracture Behavior of Ice in Charpy Impact Testing


Fracture Behavior of Ice in Charpy Impact Testing

Author: Kazuhiko Itagaki

language: en

Publisher:

Release Date: 1980


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Fracture Behavior of Ice in Charpy Impact Testing


Fracture Behavior of Ice in Charpy Impact Testing

Author: Kazuhiko Itagaki

language: en

Publisher:

Release Date: 1980


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Specimens prepared from various types of ice without introducing excessive defects were tested at temperatures ranging from -2 to -190 C. These tests indicated slightly higher Charpy values at lower temperatures and in more highly dispersed material concentrations. Three modes of fracture occurred during testing. Depending on the temperature and the material composition, either of the first two modes, normal fracture or multiple fracture, will appear and will show a normal frequency distribution of Charpy values in each type of ice. The third mode, fracture from both ends, which frequently occurred in the NH4F doped ice, gave Charpy values two to five times higher than the mean value for normal fracture. It can, therefore, be concluded that certain types of doping can alter the mode of fracture, through which drastic modifications of impact resistance may be possible. (Author).

Fracture of Lake and Sea Ice


Fracture of Lake and Sea Ice

Author: Wilford Frank Weeks

language: en

Publisher:

Release Date: 1969


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The increased activity in cold regions has made a thorough understanding of fracture in lake and sea ice quite desirable, inasmuch as this information has application to a number of problems of geophysical as well as engineering importance. This survey starts with a discussion of the structure of ice I and the macro- and microstructure of sea and lake ice as well as their chemistry and phase relations. Recent work on the direct observation of dislocations as well as the formation of cracks in ice is summarized. Formal ice-brine-air models for analyzing variations in ice strength are also reviewed. The results of the different types of tests are discussed and compared (compressive, indentation, direct and ring-tension, small beam flexure and in situ cantilevers and simple beams, shear, and impact). Scale effects are considered as well as the rapid strength deterioration experienced by ice sheets in the spring. Finally, a number of recommendations are made concerning future research in this field. (Author).