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 314
... stiffener and dou- ble ring stiffeners were reported in [ 10,11 ] re- spectively . Using FEM analysis about 20 ring ... stiffener fitted at the saddle position except for the joint Y45J ( joint K1J has two stiffeners , however only one ...
... stiffener and dou- ble ring stiffeners were reported in [ 10,11 ] re- spectively . Using FEM analysis about 20 ring ... stiffener fitted at the saddle position except for the joint Y45J ( joint K1J has two stiffeners , however only one ...
Page 315
... stiffener fitted at saddle . Test of steel model THC by CSSRC indicates that the effect of stiffener with T section is better than that with rectangular section of the same sectional area . Obviously , the reason is that the moment of ...
... stiffener fitted at saddle . Test of steel model THC by CSSRC indicates that the effect of stiffener with T section is better than that with rectangular section of the same sectional area . Obviously , the reason is that the moment of ...
Page 323
... stiffener 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 ...
... stiffener 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 ...
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