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 322
... COMBINED MODEL OF 3 - D AND SHELL ELEMENTS The semi - loof shell element is a complicated element and great care should be taken when using it , particularly in combination with other types of elements . To examine the performance of ...
... COMBINED MODEL OF 3 - D AND SHELL ELEMENTS The semi - loof shell element is a complicated element and great care should be taken when using it , particularly in combination with other types of elements . To examine the performance of ...
Page 325
... Combined Shell & Brick Elements ---- Combined Elements , weldment not modelled a ) chord 45 60 75 98 Angle Around The Intersection From Crown Experimental - Semi - Loof Shell Elements Combined Shell & Brick Elements Combined Elements ...
... Combined Shell & Brick Elements ---- Combined Elements , weldment not modelled a ) chord 45 60 75 98 Angle Around The Intersection From Crown Experimental - Semi - Loof Shell Elements Combined Shell & Brick Elements Combined Elements ...
Page 327
... Combined Elements ; Normal Stress Combined Elements ; Principal Stress Combined Elements ; Normal Stress Stiffener Position a ) chord Fig 13 Stiffener Position b ) brace Comparison between the SCF's around the intersection of a ...
... Combined Elements ; Normal Stress Combined Elements ; Principal Stress Combined Elements ; Normal Stress Stiffener Position a ) chord Fig 13 Stiffener Position b ) brace Comparison between the SCF's around the intersection of a ...
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