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
12 16 110 Figure 17 Geometry of specimen for low cycle fatigue test - Lateral -
Longi . ... worsery asso25° 60 20 Ground displacement , cm ASME design curve
Figure 20 Pipe - soil interaction ( lateral spreading ) 10 100 1000 10000 Number
of ...
12 16 110 Figure 17 Geometry of specimen for low cycle fatigue test - Lateral -
Longi . ... worsery asso25° 60 20 Ground displacement , cm ASME design curve
Figure 20 Pipe - soil interaction ( lateral spreading ) 10 100 1000 10000 Number
of ...
Page 148
Parameter windows obtained in the first parameter natrix Fully bonded welds No
bonding at the base Figure 7 shows the respective process parameters recorded
with the GKSS measuring system . Figure 8 shows the hardness profiles ...
Parameter windows obtained in the first parameter natrix Fully bonded welds No
bonding at the base Figure 7 shows the respective process parameters recorded
with the GKSS measuring system . Figure 8 shows the hardness profiles ...
Page 163
Analysis of motion image Figure 7 shows an example of high - speed image for
GMA welding process captured by monochrome high - speed video at 13500
frames per seconds . This is a case for GMA welding on stainless steel ( SUS304
) ...
Analysis of motion image Figure 7 shows an example of high - speed image for
GMA welding process captured by monochrome high - speed video at 13500
frames per seconds . This is a case for GMA welding on stainless steel ( SUS304
) ...
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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