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 78
94 | 406 . 4 6 . 4 64 . 0 * slightly smaller than X80 of the API standard - Test pipe -
Loading jig Displacement gauge Nominal stress o ( MPa ) case1 case2 case3 -
case 4 Hydraulic jack Displacement : gauge 7 Load cell Loading jig Pressure ...
94 | 406 . 4 6 . 4 64 . 0 * slightly smaller than X80 of the API standard - Test pipe -
Loading jig Displacement gauge Nominal stress o ( MPa ) case1 case2 case3 -
case 4 Hydraulic jack Displacement : gauge 7 Load cell Loading jig Pressure ...
Page 85
OMAE01 / MAT - 3103 ABSTRACT It is important to evaluate the fracture initiation
behaviors of steel structures subjected to a large scale straining by bending load
in the assessment of structural performance under a large scale of seismic ...
OMAE01 / MAT - 3103 ABSTRACT It is important to evaluate the fracture initiation
behaviors of steel structures subjected to a large scale straining by bending load
in the assessment of structural performance under a large scale of seismic ...
Page 88
Maximum loading point Inflection point Load , P ( kN ) Nominal stress , o = P / A . (
MPa ) Ductile failure 9500 / 1 . Omm 1 . ... a representative Maximum loading
point E ( SM490YB ) Bauschinger effect and a remarkable initial Level 1
softening .
Maximum loading point Inflection point Load , P ( kN ) Nominal stress , o = P / A . (
MPa ) Ductile failure 9500 / 1 . Omm 1 . ... a representative Maximum loading
point E ( SM490YB ) Bauschinger effect and a remarkable initial Level 1
softening .
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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Common terms and phrases
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 finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading 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