Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 105
Figure 19 shows the schematic deformation of buried pipeline due to lateral ... that fault failure face is vertical to the longitudinal direction of buried straight pipeline and shear deformation applies to it caused by fault movement .
Figure 19 shows the schematic deformation of buried pipeline due to lateral ... that fault failure face is vertical to the longitudinal direction of buried straight pipeline and shear deformation applies to it caused by fault movement .
Page 225
Proceedings of OMAE '01 20th International Conference on Offshore Mechanics and Arctic Engineering June 38 , 2001 , Rid de Janeiro , RJ Brazil EVALUATION OF DEFORMATION PROPERTIES OF API X65 STEEL WELDMENT FOR PIPELINE Yeol Choi ...
Proceedings of OMAE '01 20th International Conference on Offshore Mechanics and Arctic Engineering June 38 , 2001 , Rid de Janeiro , RJ Brazil EVALUATION OF DEFORMATION PROPERTIES OF API X65 STEEL WELDMENT FOR PIPELINE Yeol Choi ...
Page 226
A reversible deformation occurs at low load indentation . When the indentation stress fields satisfy the yield criterion , plastic zone occurs inside the material and expands to free surface . And , the contact mean pressure beneath the ...
A reversible deformation occurs at low load indentation . When the indentation stress fields satisfy the yield criterion , plastic zone occurs inside the material and expands to free surface . And , the contact mean pressure beneath the ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield