Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 72
... failure given in Table 1 , [ Ref . 9 ] . These values have been established for risk of the structural failure and not for the risk to human lives . The following conclusions are drawn from the definition of annual probabilities of ...
... failure given in Table 1 , [ Ref . 9 ] . These values have been established for risk of the structural failure and not for the risk to human lives . The following conclusions are drawn from the definition of annual probabilities of ...
Page 430
... FAILURE MODE ( center and right ) WHICH WAS SOLELY TENSILE FRACTURE AT THE MOUTH SECTION . AVERAGE FAILURE LOAD : 6129 lb. Figure 9 : INTERIORS OF CONSTANT - RADIUS ( R = 1.4 in . ) TERMINATIONS , DEMONSTRATING FAILURE MODE WHICH ...
... FAILURE MODE ( center and right ) WHICH WAS SOLELY TENSILE FRACTURE AT THE MOUTH SECTION . AVERAGE FAILURE LOAD : 6129 lb. Figure 9 : INTERIORS OF CONSTANT - RADIUS ( R = 1.4 in . ) TERMINATIONS , DEMONSTRATING FAILURE MODE WHICH ...
Page 431
the high scatter , which results from the quasi - brittle failures driven by the stress - concentrating cusps . Reducing the diameter of the conical terminations , to D = 2d , had the expected result of reducing the failure load , to ...
the high scatter , which results from the quasi - brittle failures driven by the stress - concentrating cusps . Reducing the diameter of the conical terminations , to D = 2d , had the expected result of reducing the failure load , to ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin catastrophe sets coefficients collision compliant tower components computed configuration crack crane crane vessel cycles cyclic cylinder damping damping ratio Designer Wave diameter displacement drilling dynamic effects element equation fatigue flexjoint function global heave horizontal hydrodynamic installation ISSC TLP jacket joint lift lift forces linear load kN maximum measured mesh mode model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger Offshore Technology operation oscillation panel parameters platform predicted Quickwave ratio response riser risk shear simulation specimen SSCV Statoil steel stiffness strain stress surge tanker tension tension leg platform transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave period weight weld toe wellhead wind windspeed