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 232
As the bending and torsion start to increase proportionally and in - phase towards point B , the maximum nominal principal stress and maximum nominal shear stress orientations remain fixed ( Mohr's circle of stress expands and ...
As the bending and torsion start to increase proportionally and in - phase towards point B , the maximum nominal principal stress and maximum nominal shear stress orientations remain fixed ( Mohr's circle of stress expands and ...
Page 234
8 Findley's equivalent shear stress amplitude versus cycles to failure . DISCUSSION Fig . 7 Nominal von Mises effective stress amplitude with Morrow's mean stress correction versus cycles to failure . Findley's nominal equivalent shear ...
8 Findley's equivalent shear stress amplitude versus cycles to failure . DISCUSSION Fig . 7 Nominal von Mises effective stress amplitude with Morrow's mean stress correction versus cycles to failure . Findley's nominal equivalent shear ...
Page 236
At the onset of final fracture , the growth direction followed again the orientation of the maximum shear stress range ( point " F " in Fig . 10 ) . This is probably a ductile failure mode of the base material and is an insignificant ...
At the onset of final fracture , the growth direction followed again the orientation of the maximum shear stress range ( point " F " in Fig . 10 ) . This is probably a ductile failure mode of the base material and is an insignificant ...
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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 |