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 53
... strain in the specimen rod . For strain measurement interferometric methods will be necessary . Because the conventional optical fiber interferometer set - up requires a reference leg in addition to the sensing leg and is extremely ...
... strain in the specimen rod . For strain measurement interferometric methods will be necessary . Because the conventional optical fiber interferometer set - up requires a reference leg in addition to the sensing leg and is extremely ...
Page 257
... strain , e ( % ) Fig . 7 Relationship between overall strain and clip gage displacement in flat wide plate specimens . Clip gage displacement , V , ( mm ) 3.0 TMCP △ QT 2.5 2.0 1.5 1.0 0.5 □ Norma Clip gage displacement , V , ( mm ) ...
... strain , e ( % ) Fig . 7 Relationship between overall strain and clip gage displacement in flat wide plate specimens . Clip gage displacement , V , ( mm ) 3.0 TMCP △ QT 2.5 2.0 1.5 1.0 0.5 □ Norma Clip gage displacement , V , ( mm ) ...
Page 302
... strain energy when the element is thin and / or when the response is predominantly one of bending for a curved element . This problem can be alleviated by applying reduced integration to the generation of the stiffness matrix . However ...
... strain energy when the element is thin and / or when the response is predominantly one of bending for a curved element . This problem can be alleviated by applying reduced integration to the generation of the stiffness matrix . However ...
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