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 39
Individual Probability of Fallure Total Probability of Failure 1.C 7 1.0 P ( ) · P ( FIT ) . 0.8 P ( I ) . P ( FIT ) + PCT ) · P ( F11 ) . 0.6 0.6 Probability Probability 0.4 0.4 0.20.2P ( I ) . P ( FIT ) 0.04 50 40 29 10 8 50 40 20 10 ...
Individual Probability of Fallure Total Probability of Failure 1.C 7 1.0 P ( ) · P ( FIT ) . 0.8 P ( I ) . P ( FIT ) + PCT ) · P ( F11 ) . 0.6 0.6 Probability Probability 0.4 0.4 0.20.2P ( I ) . P ( FIT ) 0.04 50 40 29 10 8 50 40 20 10 ...
Page 305
The model of failure for a tubular joint depends on the type of joint , the loading conditions and the geometric parameters describing the joint . For the model TJ2 under brace tension ( a = 4 ; B = 0.71 ) , the collapse load estimate ...
The model of failure for a tubular joint depends on the type of joint , the loading conditions and the geometric parameters describing the joint . For the model TJ2 under brace tension ( a = 4 ; B = 0.71 ) , the collapse load estimate ...
Page 340
Failure of submerged blocks could have also contributed to the increased variability of the mobilized angle of internal friction om , compared to the case dry blocks . INCREASING \ " , / ,! le TEST 10 SHEAR STRESST , kPa 20 7.2 Failure ...
Failure of submerged blocks could have also contributed to the increased variability of the mobilized angle of internal friction om , compared to the case dry blocks . INCREASING \ " , / ,! le TEST 10 SHEAR STRESST , kPa 20 7.2 Failure ...
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-4 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1992 |
| Export Citation | BiBTeX EndNote RefMan |