Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 323
... position as much as measured experimentally ( Fig 12 and 13 ) . An examination of the direction of principal stresses around the intersection , obtained from the combined FE model , showed that close to the stiffener position a change ...
... position as much as measured experimentally ( Fig 12 and 13 ) . An examination of the direction of principal stresses around the intersection , obtained from the combined FE model , showed that close to the stiffener position a change ...
Page 327
... Position a ) chord Fig 13 Stiffener Position b ) brace Comparison between the SCF's around the intersection of a stiffened steel T - Joint under axial loading ( experimental and FE analysis using the combined model ) brace weld chord ...
... Position a ) chord Fig 13 Stiffener Position b ) brace Comparison between the SCF's around the intersection of a stiffened steel T - Joint under axial loading ( experimental and FE analysis using the combined model ) brace weld chord ...
Page 381
... position and about 2.6 at the saddle position . In subsequent fatigue crack growth calculations , the hot spot stresses obtained from the tests are decomposed into bending and membrane components according to these calculated ratios for ...
... position and about 2.6 at the saddle position . In subsequent fatigue crack growth calculations , the hot spot stresses obtained from the tests are decomposed into bending and membrane components according to these calculated ratios for ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications as-welded ASTM axial load behaviour bending brace calculated chord Composite Materials compressive strength corrosion rate crack growth CTOD cycles damage delamination elastomer Engineering environment epoxy experimental failure fatigue crack fatigue design fatigue strength fatigue tests Figure finite element finite element analysis fracture mechanics fracture toughness geometry increase initial installation interlaminar fracture laminate layers marine matrix maximum mean stress method Mode modulus moisture nodes nominal notch obtained offshore structures optical fiber parameters performance phenolic pipe plate thickness platform pre-load predicted pressure principal stress pultrusion rebar reinforcement resin resistance riser rubber S-N curves sea water seal shear stress shell shown in Fig space frame specimens steel strain stress concentration stress concentration factor stress range surface crack Table techniques tensile strength tension thickness effect thread tube tubular joints values water mixed concrete weight weld toe welded joints yield strength zone