Finite element analysis of flexible dams made of rubber- textile composites

G. Bolzon; Bernhard A. Schrefler; R. Vitaliani

Finite element analysis of flexible dams made of rubber- textile composites

G. Bolzon, Bernhard A. Schrefler, R. Vitaliani

Houston Methodist

Research output: Chapter in Book/Report/Conference proceeding › Chapter

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

Cite this

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AU - Bolzon, G.

AU - Schrefler, Bernhard A.

AU - Vitaliani, R.

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N2 - 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)

AB - 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)

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M3 - Chapter

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SN - 9061918367

SN - 9789061918363

BT - Unknown Host Publication Title

PB - Rotterdam, The Netherlands, A.A. Balkema

ER -

Finite element analysis of flexible dams made of rubber- textile composites

Abstract

ASJC Scopus subject areas

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