Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 394
RESEARCH RELEVANT TO AGEING STRUCTURES which is higher than expected for most existing installations . For an intermediate loading assumption reserve strengths of between 2.5 and 3 were required for survival which is more typical .
RESEARCH RELEVANT TO AGEING STRUCTURES which is higher than expected for most existing installations . For an intermediate loading assumption reserve strengths of between 2.5 and 3 were required for survival which is more typical .
Page 396
An important area for research is improved understanding of redundancy in structures and the reserve and residual strength of different structural configurations . Frame tests have shown important differences between X and K braced ...
An important area for research is improved understanding of redundancy in structures and the reserve and residual strength of different structural configurations . Frame tests have shown important differences between X and K braced ...
Page 311
During the 1990/91 winter a joint industry research study was carried out at a naturally grounded rubble field in the landfast ice regime of the Beaufort Sea . Specific objectives of this research project were : 1 ) to determine the ...
During the 1990/91 winter a joint industry research study was carried out at a naturally grounded rubble field in the landfast ice regime of the Beaufort Sea . Specific objectives of this research project were : 1 ) to determine the ...
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Contents
WELD METAL AND HAZ PROPERTIES | 1 |
ADVANCES IN STEEL AND WELDING | 65 |
Kapadia Y Adonyi J D Defilippi and W F Domis | 73 |
Copyright | |
36 other sections not shown
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addition alloys analysis applied assessment axial base base metal behaviour bending calculated carried compared composite considered corrosion crack growth CTOD curve cycles defect depth determined distribution effect element energy Engineering equations estimate experimental factor failure fatigue crack Figure fracture function geometry grain hardness heat higher increase indicated initiation input interaction joint length limit load material mean measured mechanical method microstructure notch observed obtained occur offshore parameters performed pipe plastic plate predictions present pressure probability procedure produced properties range ratio region reported Research seal seawater shown shows significant solution specimens steel strain stress stress intensity structures surface Table temperature tensile thickness thread toughness tubular joints values weld metal wire yield strength zone