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 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