Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 23
The obtained solution for constant loading is then extended to the case of changing loading by means of a modified Ilolzmann's superposition . To verify the proposed approximate solution a series of creep tests with ice plates under ...
The obtained solution for constant loading is then extended to the case of changing loading by means of a modified Ilolzmann's superposition . To verify the proposed approximate solution a series of creep tests with ice plates under ...
Page 32
The manual procedure for obtaining a network solution runs as follows : first , a valid solution is obtained using estimated control pressures based on previous experience and maximum operating pressures ; next , constraint violations ...
The manual procedure for obtaining a network solution runs as follows : first , a valid solution is obtained using estimated control pressures based on previous experience and maximum operating pressures ; next , constraint violations ...
Page 32
The manual procedure for obtaining a network solution runs as follows : first , a valid solution is obtained using estimated control pressures based on previous experience and maximum operating pressures ; next , constraint violations ...
The manual procedure for obtaining a network solution runs as follows : first , a valid solution is obtained using estimated control pressures based on previous experience and maximum operating pressures ; next , constraint violations ...
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Contents
FATIGUE AND DEFORMATION | 1 |
Determination of Recovery Length in Spiral Strands | 9 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
Copyright | |
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analysis applied assessment bending calculated compared composition considered constant corrosion crack growth CTOD curve cycles deformation dependence deposit depth determined developed distribution effect elastic electrode Engineering environment equation experimental factor failure fatigue crack Figure finite element fracture geometry given grain heat higher hydrogen increase indicate initial International joints length limit load lower material mean measured Mechanics method microstructure nitrogen notch observed obtained occur Offshore operating oxygen parameters performed phase pipe plastic plate predictions present pressure problems procedure produced propagation properties protection range ratio reduced region Research residual respectively sea water shown shows simulated specimens standard steel strain strength stress structures surface Table temperature tensile thickness toughness tubular joints values weld metal wire yield