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 112
Fatigue . Fatigue failure is hardly ever observed on any real life concrete structure . Fatigue resistance of concrete structures exposed to dynamic cracking seems well covered by recognized verification procedures .
Fatigue . Fatigue failure is hardly ever observed on any real life concrete structure . Fatigue resistance of concrete structures exposed to dynamic cracking seems well covered by recognized verification procedures .
Page 202
Delf , June 1987 . specimens , fatigue life cathodically protected was the same as freely corroding , irrespective of whether the profile was controlled uncontrolled . or 11. Steel in Marine Structures , Proceedings of the Int . Conf .
Delf , June 1987 . specimens , fatigue life cathodically protected was the same as freely corroding , irrespective of whether the profile was controlled uncontrolled . or 11. Steel in Marine Structures , Proceedings of the Int . Conf .
Page 222
NRIM fatigue data sheet no . 5 13 National Research Institute for Metals , Tokyo , Japan , 1979 . 10 . Bøhm , J. and Heckel , K. , " The Prediction of Fatigue Strength with Regard to the Statistical Size Effect " , ( in German ) ...
NRIM fatigue data sheet no . 5 13 National Research Institute for Metals , Tokyo , Japan , 1979 . 10 . Bøhm , J. and Heckel , K. , " The Prediction of Fatigue Strength with Regard to the Statistical Size Effect " , ( in German ) ...
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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 |