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 . of Fatigue resistance concrete structures exposed to dynamic cracking seems well covered by recognized verification procedures . S - N curves ...
... Fatigue . Fatigue failure is hardly ever observed on any real life concrete structure . of Fatigue resistance concrete structures exposed to dynamic cracking seems well covered by recognized verification procedures . S - N curves ...
Page 202
3 . specimens , fatigue life cathodically protected was the same as freely corroding , irrespective of whether the profile was controlled or uncontrolled . Comparison of the present fatigue data with the AWS Code suggests that the ...
3 . specimens , fatigue life cathodically protected was the same as freely corroding , irrespective of whether the profile was controlled or uncontrolled . Comparison of the present fatigue data with the AWS Code suggests that the ...
Page 222
... Fatigue Strength with Regard to the Statistical Size Effect " , ( in German ) , Zeitschrift f . Werkstofftech- nik , No.13 , 1982 , p.120-128 . 11. Kloos , K.H. , Buch , A. and Zankov , D .: " Pure geometric size effect in fatigue tests ...
... Fatigue Strength with Regard to the Statistical Size Effect " , ( in German ) , Zeitschrift f . Werkstofftech- nik , No.13 , 1982 , p.120-128 . 11. Kloos , K.H. , Buch , A. and Zankov , D .: " Pure geometric size effect in fatigue tests ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate 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 position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld