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 axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld