Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 45
... cycles ) that is normally used to predict the fatigue life of mooring line components . This methodology is exclusively based on the load applied to the component and does not consider the stress state of the component promoted by the ...
... cycles ) that is normally used to predict the fatigue life of mooring line components . This methodology is exclusively based on the load applied to the component and does not consider the stress state of the component promoted by the ...
Page 154
... cycles to crack initiation obtained by the tests . The critical strain value for the crack initiation under large bending deformation as mentioned in chap.4 is also shown in Fig.27 , and both axes in the figure are shown logarithmically ...
... cycles to crack initiation obtained by the tests . The critical strain value for the crack initiation under large bending deformation as mentioned in chap.4 is also shown in Fig.27 , and both axes in the figure are shown logarithmically ...
Page 530
... cycles , N 20 Specimen 5611 - T1-4 18 Experimental 16 2D - M 143 12 100 8 00 80 70 60 ○ Experimental 50 Crack length , 2c mm 30 50 40 9090 30 2D - M 20 10 / Specimen 5611 - T1-3 Pang 0 5x105 10 € 1.5x10 2x106 Number of cycles , N Fig.2 ...
... cycles , N 20 Specimen 5611 - T1-4 18 Experimental 16 2D - M 143 12 100 8 00 80 70 60 ○ Experimental 50 Crack length , 2c mm 30 50 40 9090 30 2D - M 20 10 / Specimen 5611 - T1-3 Pang 0 5x105 10 € 1.5x10 2x106 Number of cycles , N Fig.2 ...
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21st International Conference alloys analysis anchor applied assessment axial calculated coating coefficient composite compressive Conference on Offshore corrosion crack growth crack initiation damage defect deformation depth Det Norske Veritas developed diameter displacement distribution effect Engineering June 23-28 equation evaluation failure fatigue crack fatigue test Figure finite element flaw flexible pipe flowline fracture mechanics fracture toughness function Grade heat hydrogen hydrogen embrittlement ice load increase installation insulation integrity joint laser weld layer length longitudinal maximum measured mechanical properties method Norsk Hydro Norway Offshore Mechanics parameters performed piezoelectric pipeline plastic plate predicted pressure reliability residual stress rope S-N curve safety factors sensors shown simulation solution specimens steel strain strength stress range surface syntactic foam Table Technology temperature tensile tension thermal thermal conductivity thermal insulation thickness titanium titanium risers uncertainties variables velocity Weibull distribution yield strength