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 68
k 90° o • o 8 Strain gauge Strain ( % ) + 6 = ( - 1 ) + + P Ihtio A - A ' section + + |
Pressure gauge Test pipe ( 36 " O . D . x 12 . 7mmW . T . ) 3000mm 5 25 30 10 15
20 Hydrostatic pressure ( MPa ) Strain gauge Water tank Pressure pump Fig .
k 90° o • o 8 Strain gauge Strain ( % ) + 6 = ( - 1 ) + + P Ihtio A - A ' section + + |
Pressure gauge Test pipe ( 36 " O . D . x 12 . 7mmW . T . ) 3000mm 5 25 30 10 15
20 Hydrostatic pressure ( MPa ) Strain gauge Water tank Pressure pump Fig .
Page 79
shows the strain gauge arrangement . Strain gauges were attached interval of 50
mm in order to measure the local strain in detail . The experiments were carried
out until a wrinkle with a large amplitude due to local buckling had formed .
shows the strain gauge arrangement . Strain gauges were attached interval of 50
mm in order to measure the local strain in detail . The experiments were carried
out until a wrinkle with a large amplitude due to local buckling had formed .
Page 244
The intention of these measurements was to establish a link between a strain
based fracture criterion and global design parameters , based on curvature of
pipe . hypothesis of constant curvature and / or effects of ovalisation . As remote
strain ...
The intention of these measurements was to establish a link between a strain
based fracture criterion and global design parameters , based on curvature of
pipe . hypothesis of constant curvature and / or effects of ovalisation . As remote
strain ...
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analysis applied assessment behavior bending boundary buckling calculated Charpy compared components compressive considered corrosion crack initiation critical CTOD curve cycle defined deformation determined developed direction displacement distribution ductile crack effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks ferrite Figure finite FPSO fracture toughness function geometry grain growth hardness higher hull impact increase initiation inspection International joint layer length linepipe loading material maximum measured mechanical mechanical properties metal method microstructure notch observed obtained offshore parameters performed phase pipe pipeline plastic plate present pressure prestrained procedure production properties range region respectively riser shown in Fig shows simulated specimen standard steel steel plates strain strength stress structures surface Table temperature tensile thickness welding weldment yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835367, 9780791835364 |
| Export Citation | BiBTeX EndNote RefMan |