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 229
ABSTRACT m Датах Δσ eft 2 2 Maximum nominal principal , von Mises effective stress range without mean stress correction ( MPa ) ܗ̇ ܘ ܗ̄ ܀ 070 2 Nominal principal , von Mises effective stress amplitude with mean stress correction ...
ABSTRACT m Датах Δσ eft 2 2 Maximum nominal principal , von Mises effective stress range without mean stress correction ( MPa ) ܗ̇ ܘ ܗ̄ ܀ 070 2 Nominal principal , von Mises effective stress amplitude with mean stress correction ...
Page 234
7 Nominal von Mises effective stress amplitude with Morrow's mean stress correction versus cycles to failure . Findley's nominal equivalent shear stress range . Even though the fatigue cracking was confined to the weld toe for all in ...
7 Nominal von Mises effective stress amplitude with Morrow's mean stress correction versus cycles to failure . Findley's nominal equivalent shear stress range . Even though the fatigue cracking was confined to the weld toe for all in ...
Page 272
It means that if the axial load had varied between 0 and Pmar it would have induced cyclic local stresses with the stress ... for a given maximum applied load P which results in minimum local stress range and minimum local mean stress .
It means that if the axial load had varied between 0 and Pmar it would have induced cyclic local stresses with the stress ... for a given maximum applied load P which results in minimum local stress range and minimum local mean stress .
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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 |