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 104
13 , higher buckling strain is observed in higher n - value material as well as axial
compression tests . Former discussions in this chapter are bending buckling
properties without internal pressure . The following is about bending buckling ...
13 , higher buckling strain is observed in higher n - value material as well as axial
compression tests . Former discussions in this chapter are bending buckling
properties without internal pressure . The following is about bending buckling ...
Page 154
Selection of the water - repellent - materials and ceramic backings strength of the
weld with the backing steel strip is not so ... This material , developed in Mitsui
Engineering and Shipbuilding ( MES ) had two special features of the superwater
...
Selection of the water - repellent - materials and ceramic backings strength of the
weld with the backing steel strip is not so ... This material , developed in Mitsui
Engineering and Shipbuilding ( MES ) had two special features of the superwater
...
Page 155
RESULTS AND DISCUSSION Selection of the suitable water - repellent material
and the Ceramic backing Fig . 5 shows the result of the ink - dipping test of
ceramic backings coated by tested water - repellent materials . Water absorption
is ...
RESULTS AND DISCUSSION Selection of the suitable water - repellent material
and the Ceramic backing Fig . 5 shows the result of the ink - dipping test of
ceramic backings coated by tested water - repellent materials . Water absorption
is ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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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