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 57
X3 1 , 2 , 3.4 FOIL GAUGES 5 DISPLACEMENT GAUGE ANCHOR ICE FIGURE 3 EXPERIMENTAL ARRANGEMENT FOR THE GAUGES ON A SPECIMEN loads were applied parallel to the long axis of the specimens and hence normal to the length of the columnar grain ...
X3 1 , 2 , 3.4 FOIL GAUGES 5 DISPLACEMENT GAUGE ANCHOR ICE FIGURE 3 EXPERIMENTAL ARRANGEMENT FOR THE GAUGES ON A SPECIMEN loads were applied parallel to the long axis of the specimens and hence normal to the length of the columnar grain ...
Page 188
Tension Specimen Mold Z 2.0 T5 , T6 , T700 • T11 , T12 , T13 • Ogo O 11 . 1 o 1 2 3 4 NO . OF STRANDS OF REINFORCEMENT Fig . 6 Short Load - Duration Tensile Test Results ( after Ref . 17 ) c . ) Dead - Load Tension d .
Tension Specimen Mold Z 2.0 T5 , T6 , T700 • T11 , T12 , T13 • Ogo O 11 . 1 o 1 2 3 4 NO . OF STRANDS OF REINFORCEMENT Fig . 6 Short Load - Duration Tensile Test Results ( after Ref . 17 ) c . ) Dead - Load Tension d .
Page 250
1 Table 1 Specification of Test Specimen Remarks m = 731.8 O = 173.3 Cv = 0.237 No. of Test No. of weld Method of Specimen bead Painting * ) TS # 1 none B AND SG m = 812.6 o = 178.4 Cv = 0.220 TS # 2 3 B AND SG See Fig .
1 Table 1 Specification of Test Specimen Remarks m = 731.8 O = 173.3 Cv = 0.237 No. of Test No. of weld Method of Specimen bead Painting * ) TS # 1 none B AND SG m = 812.6 o = 178.4 Cv = 0.220 TS # 2 3 B AND SG See Fig .
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding