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 77
The parametric studies using the FE analysis were also carried out in order to
examine the effects of pipe geometry and mechanical properties on the
deformation behavior of linepipes . The parameters in the FE analyses were D / t ,
yield ...
The parametric studies using the FE analysis were also carried out in order to
examine the effects of pipe geometry and mechanical properties on the
deformation behavior of linepipes . The parameters in the FE analyses were D / t ,
yield ...
Page 252
A schematic of the weld toe geometry , and crack location is given in Figure 2 .
On the prospective crack plane , the actual stress distribution has a stress
concentration which depends on the weld toe geometry and loading condition .
A schematic of the weld toe geometry , and crack location is given in Figure 2 .
On the prospective crack plane , the actual stress distribution has a stress
concentration which depends on the weld toe geometry and loading condition .
Page 267
The final geometry corresponds to the resultant volume obtained by subtracting
the volume of the shackle without a notch by a cylinder whose surface is
positioned with an offset from the surface of the shackle , as shown in Fig . 4 . The
offset ...
The final geometry corresponds to the resultant volume obtained by subtracting
the volume of the shackle without a notch by a cylinder whose surface is
positioned with an offset from the surface of the shackle , as shown in Fig . 4 . The
offset ...
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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