Abstract
The application of numerical techniques to the analysis of flexible dams made of rubber textile composites is described. This involves a geometrically nonlinear problem of fluid structure interaction where the structural shape is load dependent and the load is deformation dependent. The problem is solved by a geometrically nonlinear finite element analysis of rubber membranes within a total Lagrangian framework. Tension rods stiffening the inflated dams are also considered. Examples relating to structures in marine environments are shown. (A)
| Original language | English (US) |
|---|---|
| Title of host publication | Unknown Host Publication Title |
| Publisher | Rotterdam, The Netherlands, A.A. Balkema |
| ISBN (Print) | 9061918367, 9789061918363 |
| State | Published - Jan 1 1988 |
ASJC Scopus subject areas
- General Engineering