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 229
070 2 Nominal principal , von Mises effective stress amplitude with mean stress correction ( MPa ) Bending and shearing stresses at any point in a structural beam often vary independently as a moving load crosses it .
070 2 Nominal principal , von Mises effective stress amplitude with mean stress correction ( MPa ) Bending and shearing stresses at any point in a structural beam often vary independently as a moving load crosses it .
Page 230
There is a limited amount of data available with bending tests employing full - scale components , where bending and shearing stresses act in - phase ( i.e. proportionally ) in the vicinity of web stiffener welds [ 7 , 8 ] .
There is a limited amount of data available with bending tests employing full - scale components , where bending and shearing stresses act in - phase ( i.e. proportionally ) in the vicinity of web stiffener welds [ 7 , 8 ] .
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. As the bending and ...
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. As the bending and ...
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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 |