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 256
no was where TIX sin a = sin (2W / cos ( -3 ) 204 was NI sin Y = sin (- \ / sin a 2 W The gage point on the stiffener side of the wide plate specimen with stress concentration located 10mm from the notch . Hence , the total gage length ...
no was where TIX sin a = sin (2W / cos ( -3 ) 204 was NI sin Y = sin (- \ / sin a 2 W The gage point on the stiffener side of the wide plate specimen with stress concentration located 10mm from the notch . Hence , the total gage length ...
Page 269
STRESS CONCENTRATION IN THREADED TUBULAR CONNECTIONS UNDER CYCLIC LOADING G. Glinka Department of Mechanical Engineering University of Waterloo Waterloo , Ontario , Canada A. Newport Pell Frischmann Consulting Engineers Ltd. London ...
STRESS CONCENTRATION IN THREADED TUBULAR CONNECTIONS UNDER CYCLIC LOADING G. Glinka Department of Mechanical Engineering University of Waterloo Waterloo , Ontario , Canada A. Newport Pell Frischmann Consulting Engineers Ltd. London ...
Page 272
It is important to note that the dynamic stress concentration factor , defined below , is constant as long as the pre - load is in force . It is obvious that the above stress concentration is higher than in the case where the pre - load ...
It is important to note that the dynamic stress concentration factor , defined below , is constant as long as the pre - load is in force . It is obvious that the above stress concentration is higher than in the case where the pre - load ...
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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 |