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 186
4 the same type of information is shown on a more reduced form using a log - log plot of relative fatigue strength , with t 32 reference . It is apparent from the figure that the correction formula Eq . ( 1 ) is possibly conservative in ...
4 the same type of information is shown on a more reduced form using a log - log plot of relative fatigue strength , with t 32 reference . It is apparent from the figure that the correction formula Eq . ( 1 ) is possibly conservative in ...
Page 211
Stress results obtained with the shell element analysis model are shown for comparison . At this position a bending stress component typically within 25-35 per cent of the membrane stress measured . Approaching the weld toe , a bending ...
Stress results obtained with the shell element analysis model are shown for comparison . At this position a bending stress component typically within 25-35 per cent of the membrane stress measured . Approaching the weld toe , a bending ...
Page 232
The bending - torsion relation for the in - phase loading is shown in Fig . 4. At point A , there are no external loads applied and Mohr's circle of stress corresponds to a point at the origin as shown in Fig . 4.
The bending - torsion relation for the in - phase loading is shown in Fig . 4. At point A , there are no external loads applied and Mohr's circle of stress corresponds to a point at the origin as shown in Fig . 4.
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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 |
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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