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 211
... shown for comparison . At this position a bending stress component typically within 25-35 per cent of the membrane stress was measured . Approaching the weld toe , a bending stress component fairly equal to the membrane stress component ...
... shown for comparison . At this position a bending stress component typically within 25-35 per cent of the membrane stress was measured . Approaching the weld toe , a bending stress component fairly equal to the membrane stress component ...
Page 232
... shown in Fig . 4. At point A , there are no external loads applied and Mohr's circle of stress corresponds to a point at the origin as shown in Fig . 4. As the bending and torsion start to increase proportionally and in - phase towards ...
... shown in Fig . 4. At point A , there are no external loads applied and Mohr's circle of stress corresponds to a point at the origin as shown in Fig . 4. As the bending and torsion start to increase proportionally and in - phase towards ...
Page 248
... shown in Fig . 1. The welding procedure was the same as used in the fabrication of offshore structures . Welding rod TH326 was used . Because of thickness of steelplate , multiple welding was employed in order to ensure a good welding ...
... shown in Fig . 1. The welding procedure was the same as used in the fabrication of offshore structures . Welding rod TH326 was used . Because of thickness of steelplate , multiple welding was employed in order to ensure a good welding ...
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