Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 129
Consequently , a test program on ten full - scale NPS12 pipe specimens was
carried out at the University of Alberta in order to examine the detailed behavior
of a wrinkle under strain reversal . For the initial six specimens , subjected to a ...
Consequently , a test program on ten full - scale NPS12 pipe specimens was
carried out at the University of Alberta in order to examine the detailed behavior
of a wrinkle under strain reversal . For the initial six specimens , subjected to a ...
Page 133
Consequently , a compensating force of F ; was incorporated into the MTS force
on the bending specimens so that Puts becomes Purs = P + P ; A + F ; ( 4 ) Global
Moment ( kN - m ) As the jack force Fi is increased the specimen is bent until it ...
Consequently , a compensating force of F ; was incorporated into the MTS force
on the bending specimens so that Puts becomes Purs = P + P ; A + F ; ( 4 ) Global
Moment ( kN - m ) As the jack force Fi is increased the specimen is bent until it ...
Page 136
Specimen 7 had several tiny cracks at the girth weld . large crack also
propagated half way through the tip of the wrinkle and it ... The principal
difference being that the wrinkle in the bending specimens formed on the
compression side of the ...
Specimen 7 had several tiny cracks at the girth weld . large crack also
propagated half way through the tip of the wrinkle and it ... The principal
difference being that the wrinkle in the bending specimens formed on the
compression side of the ...
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Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
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analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle