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1989 | OriginalPaper | Buchkapitel

Membranes

verfasst von : Dr.-Ing. Friedel Hartmann

Erschienen in: Introduction to Boundary Elements

Verlag: Springer Berlin Heidelberg

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A membrane is assumed to be a perfectly flexible, thin elastic fabric, which is uniformly stretched in all directions by a tension which has a constant value N per unit length along any section or boundary. The deflection u (= u3) satisfies the differential equation $$-N\left( u,11+u,22 \right)=-N\Delta u=p$$ where p is the lateral pressure. The traction across a cut is the product of the tension N and the derivative in the direction of the normal vector n = {n1, n2}T of the cut, $$t=N\frac{\partial u}{\partial n}=N\left( u,1{{n}_{1}}+u{{,}_{2}}{{n}_{2}} \right),$$ that is the N-fold normal derivative or N-fold slope. The close connection between the slope and the traction expresses Fig. 3.1. The greater the pressure the more the membrane will deflect and the greater the slope on the boundary and, therefore, also the traction t on the boundary.

Metadaten
Titel
Membranes
verfasst von
Dr.-Ing. Friedel Hartmann
Copyright-Jahr
1989
Verlag
Springer Berlin Heidelberg
DOI
https://doi.org/10.1007/978-3-642-48873-3_4

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