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 used to be released via 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 common and exterior components, this one specializes in elements affecting the layout and research of offshore buildings themselves. as a way to tackle a large viewers the subject is gifted in a basic context. hence it introduces scholars and training engineers to the sphere of marine know-how and, while, serves as a reference e-book for specialists. ultimately it offers experts in similar fields an concept of the place their paintings on person difficulties of offshore constructions stands in terms of the sphere as a complete. Offshore buildings, Vol. 2 is predicated at the authors' lectures and layout perform in offshore constructions and their parts. It assists the reader in constructing sensible options by means of introducing a good number of examples and reference is made to additional specialized literature.
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Additional info for Offshore Structures: Volume II Strength and Safety for Structural Design
As with membrane theory, the changes in stress and displacement are only regarded as linear terms in the Taylor series expansion. In later sections we will refine some of these conditions to describe non-linear effects. If we now turn our attention to Fig. , are defined for a unit length. We obtain these through integration of the stresses which, as with beam theory, are linearly distributed over the plate thickness. The forces and moments shown in Fig. 12 are in the direction of the stresses from which they result.
The result is d4 w(x) dx 4 +[2N + (M )2Jd2 +(N)2 w(x) =0. 94) 42 Manne Structural AnalysIs '1' CASE ! 6J N N -,6. ~ 7J N I J l til ~~ ! J tl ! 3 ~~ N ql2 0 ~ 7J l -,6. 5 Fig. 24. Amplification factors for effect of axial forces on maximum bendmg moment for vane load cases according to AISC , etc. yv zwJ .. ~ '. \L. 25. Equihbnum of beam element subject to (a) axial force (b) torslOnal moment in the deformed state. 97) MT - ' =-+--. 98) From this, shown in Fig. 26, it is clear that in the upper region of a drill string tensile forces increase the critical torque, MT/MTKi ~ 1, while compressive forces in the lower region tend to reduce it, MT/M TK • ~ 1 (right half of figure).
00133-D It is interesting to note that the exact solution gives a smaller deflection. Each approximation can only give a potential greater than that given by the exact solution, which means a stiffer behaviour of the plate with smaller deflections. It is therefore only true for the case with an external individual force P, and therefore the associated potential 1 2 II = --w l l P. For such a case an approximate solution will always lead to smaller bending. 00513'-. e. e. from smaller deflection).
Offshore Structures: Volume II Strength and Safety for Structural Design by Günther Clauss, Eike Lehmann, Carsten Östergaard, M.J. Shields