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
However , if a wrinkle is formed , and then is subjected to cyclic loads producing
strain reversal , fracture can occur at the wrinkle location after only a few cycles .
Consequently , a test program on ten full - scale NPS12 pipe specimens was ...
However , if a wrinkle is formed , and then is subjected to cyclic loads producing
strain reversal , fracture can occur at the wrinkle location after only a few cycles .
Consequently , a test program on ten full - scale NPS12 pipe specimens was ...
Page 130
( 2000 ) , that a monotonically applied load did not produce a fracture in the pipe .
The term " monotonic loading " implies a continually increasing axial
displacement imposed on the end of a pipe specimen so that it shortens in such a
way that ...
( 2000 ) , that a monotonically applied load did not produce a fracture in the pipe .
The term " monotonic loading " implies a continually increasing axial
displacement imposed on the end of a pipe specimen so that it shortens in such a
way that ...
Page 169
INTEGRATED LOCAL / GLOBAL ANALYSIS AND FRACTURE ASSESSMENT
OF PIPELINES WITH DEFECTS Tore Holmås MARINTEK , SINTEF Group , N -
7450 , Trondheim , Norway tore . holmas ...
INTEGRATED LOCAL / GLOBAL ANALYSIS AND FRACTURE ASSESSMENT
OF PIPELINES WITH DEFECTS Tore Holmås MARINTEK , SINTEF Group , N -
7450 , Trondheim , Norway tore . holmas ...
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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