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Download Offshore Structures: Volume II Strength and Safety for by Günther Clauss, Eike Lehmann, Carsten Östergaard, M.J. PDF

By Günther Clauss, Eike Lehmann, Carsten Östergaard, M.J. Shields

This is the second one a part of the interpretation of the unique German textual content Meerestechnische Konstruktionen which was once released by way of Springer-Verlag in 1988. The translated fabric is a reviewed and up to date model of the German textual content. Wheras the 1st quantity concentrates on basic and exterior components, this one makes a speciality of elements affecting the layout and research of offshore buildings themselves. to be able to deal with a large viewers the subject is gifted in a common context. hence it introduces scholars and working towards engineers to the sphere of marine expertise and, while, serves as a reference publication for specialists. eventually it supplies experts in similar fields an idea of the place their paintings on person difficulties of offshore constructions stands when it comes to the sphere as an entire. Offshore buildings, Vol. 2 is predicated at the authors' lectures and layout perform in offshore buildings and their parts. It assists the reader in constructing useful options by means of introducing a number of examples and reference is made to extra specialized literature.

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Additional info for Offshore Structures: Volume II Strength and Safety for Structural Design

Sample text

73), d4 w 1-v2 Vfx Px dx. 76) The partial derivatives llave been replaced here by ordinary ones, as integration needs to be carried out only with respect to a single coordinate. This is now exactly the differential equation which we formally obtained for a beam on an elastic foundation. We further examine the example in Fig. 17, and consider a horizontal stringer at half height. The length of the pipe is long enough so that the influence of the stringer is not felt by the upper or lower ends of the pipe.

__+--_+----~~ exact minimum (-)~--------------------------~ w Fig. 15. Variation of elastIc potential wIth maXImum deflectIon showmg vanous approximatIons and the exact solutIOn. 28 Marine Structural AnalysIs Fig. 16. Forces and moments In a cylindrical membrane shell element. 4 Cylindrical Shells At this point it is not our intention to give even a brief insight into general shell theory. Instead, we will restrict ourselves to cylindrical shells, which are important in marine structures. By analogy to the membranes, we first examine a cylindrically curved membrane shell (Fig.

In the three other cases, the denominator may become zero with appropriate choice of membrane stresses, and hence the deflection tends to infinity. To clarify the effect of membrane stresses on deflection, let us consider the freely supported plate subjected to unidirectional inplane and transverse loading, as in Fig. 29, where we should have ny = 0; a Or: a n Dhn 6 = b= 1; f3 = h= 100; y = ± Poxh = 103 ; Po = 16a4 ; pz = Po· The deflection is then obtained as 48 Marine Structural AnalysIs x b Fig.

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