## Abstract Specimens of silicaβreinforced polysiloxane foam pads were threeβdimensionally imaged during axial compressive loading to densification. The foams' behavior was highly nonlinear and showed the three characteristic regions of linear elastic, elastic buckling, and densification. A finiteβ
Large Elastic Deformations of Three-Dimensional Foams and Highly Concentrated Emulsions
β Scribed by Douglas A. Reinelt; Andrew M. Kraynik
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 602 KB
- Volume
- 159
- Category
- Article
- ISSN
- 0021-9797
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β¦ Synopsis
We have developed a microrheological analysis for the nonlinear elastic behavior of a 'dry,' perfectly ordered, three-dimensional foam composed of thin liquid films with uniform surface tension. The undeformed cell structure is based on Kelvin's minimal tetrakaidecahedron, which contains six planar quadrilateral surfaces with curved edges and eight nonplanar hexagonal surfaces of zero mean curvature. Each film of the deformed foam has zero mean curvature, three films meet along an edge called a Plateau border at equal angles of (120^{\circ}), and four Plateau borders join at each vertex. The nonlinear partial differential equation for film curvature is solved using finite difference methods. We consider uniaxial extension and examine a particular orientation of the foam that gives highly symmetric structures for all deformations up to the elastic limit. The elastic limit corresponds to a mathematical turning point at which the area of each film is finite; it does not coincide with the area of some films going smoothly to zero as expected from the theory for 'dry,' twodimensional foams. The surface area and complete stress tensor for the foam are evaluated. We have also developed an approximate analytical theory by assuming that the undeformed foam consists of regular tetrakaidecahedra and that the films remain planar during deformation. The elastic limit for the planar model does coincide with films vanishing smoothly. 1993 Academic Press, Inc.
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A geometrically non-linear version of the well known 8-node Wilson brick element is presented. The element is based on a sound variational formulation and the modified method of incompatible modes, which are shown to render quite a satisfying, locking-free performance in some challenging large displ