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 241
The following Paris ' equation is obtained from Fig.10 . properties . The specimens were made by welding with the same procedure and conditions , which is shown in Table 2 , as to the fabrication of the actual structure .
The following Paris ' equation is obtained from Fig.10 . properties . The specimens were made by welding with the same procedure and conditions , which is shown in Table 2 , as to the fabrication of the actual structure .
Page 242
3 - DIMENSIONAL FEM ANALYSIS First , 3 - dimensional FEM analysis was carried out to obtain the stress ... The maximum stress at bracket toe is obtained by multiplying this combined stress by the stress concentration factor .
3 - DIMENSIONAL FEM ANALYSIS First , 3 - dimensional FEM analysis was carried out to obtain the stress ... The maximum stress at bracket toe is obtained by multiplying this combined stress by the stress concentration factor .
Page 256
The temperature dependence of the critical CTOD for the weld HAZ of the materials was obtained using the standard Bx2B CTOD specimens according to BS5762 . The specimens had а through - thickness machined notch , which has the same ...
The temperature dependence of the critical CTOD for the weld HAZ of the materials was obtained using the standard Bx2B CTOD specimens according to BS5762 . The specimens had а through - thickness machined notch , which has the same ...
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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 |