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 269
In particular the local stresses due to cyclic axial loading and pre - load are discussed in detail . It is shown that the stress concentration factor at the critical tooth of a pre - loaded connection varies as axial load is applied ...
In particular the local stresses due to cyclic axial loading and pre - load are discussed in detail . It is shown that the stress concentration factor at the critical tooth of a pre - loaded connection varies as axial load is applied ...
Page 330
... programme can be summarized in the following : Pinite element analysis of a simple and complex X - node ( Fig . 5 ) for the following load conditions : 1 ) Ultimate axial compression load in the braces with the chord unloaded .
... programme can be summarized in the following : Pinite element analysis of a simple and complex X - node ( Fig . 5 ) for the following load conditions : 1 ) Ultimate axial compression load in the braces with the chord unloaded .
Page 334
I = 80 mm SCF for a simple K - node , 120 and 80 chord thickness Loadcase Fillet Chord veld Brace weld CHORD / FILLET SCF BRACB / BRACE WELD SCF Chord thickness 120 80 120 80 120 80 AXIAL IPB TOPB AXIAL IPB TOPB VELDED 6.59 2.63 4.94 ...
I = 80 mm SCF for a simple K - node , 120 and 80 chord thickness Loadcase Fillet Chord veld Brace weld CHORD / FILLET SCF BRACB / BRACE WELD SCF Chord thickness 120 80 120 80 120 80 AXIAL IPB TOPB AXIAL IPB TOPB VELDED 6.59 2.63 4.94 ...
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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 |