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 300
Although it was based upon thin shell theory and thus was unable to model the weld profile or represent the true three dimensional stress state at the shell intersections , Greste's program was shown to give elastic stress results that ...
Although it was based upon thin shell theory and thus was unable to model the weld profile or represent the true three dimensional stress state at the shell intersections , Greste's program was shown to give elastic stress results that ...
Page 321
ABSTRACT The use of thin shell finite elements fot the determination of stresses around the welded intersection of tubular joints introduces errors due to limitations in the modelling . These errors can be reduced by more realistic ...
ABSTRACT The use of thin shell finite elements fot the determination of stresses around the welded intersection of tubular joints introduces errors due to limitations in the modelling . These errors can be reduced by more realistic ...
Page 322
a structure using a combination of 3 - D isoparametric brick and semi - loof shell elements , by imposing the constraints discussed above . 3 VERIFICATION OF THE COMBINED MODEL OF 3 - D AND SHELL ELEMENTS а The semi - loof shell element ...
a structure using a combination of 3 - D isoparametric brick and semi - loof shell elements , by imposing the constraints discussed above . 3 VERIFICATION OF THE COMBINED MODEL OF 3 - D AND SHELL ELEMENTS а The semi - loof shell element ...
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Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
SAFETY AND RELIABILITY | 17 |
37 other sections not shown
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Common terms and phrases
analysis applications axial behaviour bending brace calculated chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack critical curve cycles damage determined developed distribution effect element Engineering environment experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate influence 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 predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows solutions specimens steel stiffener stiffness strain strength stress stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |