Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 48
Page 29
... length . The reason is found in an additional superimposed bending load due to the ensemble geometry . R45e turned out to be the most dangereous of all investigated crack ensembles with radially ending crack tips which are placed ...
... length . The reason is found in an additional superimposed bending load due to the ensemble geometry . R45e turned out to be the most dangereous of all investigated crack ensembles with radially ending crack tips which are placed ...
Page 174
... length of time [ to , t ] : TE P ( t ) = P { f ( % ) ε F ; Tε [ to , t ] } ( 3 ) As applied to pipelines , the failure- free probability operation of a pipeline section of length L on the length of time [ OT ] can be written as : R ( T ...
... length of time [ to , t ] : TE P ( t ) = P { f ( % ) ε F ; Tε [ to , t ] } ( 3 ) As applied to pipelines , the failure- free probability operation of a pipeline section of length L on the length of time [ OT ] can be written as : R ( T ...
Page 186
... length of scour is again incremented and the calcula- tions are all repeated . This process con- tinues until the scour simulation is term- inated . Termination can be specified to occur at a given depth or length of scour , or when the ...
... length of scour is again incremented and the calcula- tions are all repeated . This process con- tinues until the scour simulation is term- inated . Termination can be specified to occur at a given depth or length of scour , or when the ...
Other editions - View all
Common terms and phrases
actuator analysis applied assessment axial ball valve Beaufort Sea bending bifurcation break-out buckling calculations check valve circumferential Cisco field coefficient collapse corrosion crack ensembles crack tip damage deformation density distribution effect equations ESD valve Figure flow force fracture fracture mechanics free span function HAZ toughness Houston hydrodynamic ice feature ice hole ice keel ice scour increase installation layer length line pipe Lougheed Island material maximum method mode shape Offshore Mechanics Offshore Technology Conference on-bottom stability parameters partial safety factors pearlite permafrost pipe displacement pipe weight pipeline plastic plate platform predicted pressure procedure radial ratio reliability riser rupture scour hole seabed seastate shows simulated Sotberg stability design strength stress structure Submarine Pipelines subsea subsea ESD surface Table tensile tensile strength tracers tube uncertainty values variables velocity vertical wave yield strength