1967
DOI: 10.1115/1.3607660
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Stress-Strain Behavior of Elastic Materials

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Cited by 22 publications
(25 citation statements)
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“…There exists a set of three axes subject to max imum strains with respect to strains of linear ele ments in all other directions [62]. The angle between these axes (table XI) and the principal strain axes is shown in table XII.…”
Section: Results Of the Kossel Internal Stress-strain Analysismentioning
confidence: 99%
“…There exists a set of three axes subject to max imum strains with respect to strains of linear ele ments in all other directions [62]. The angle between these axes (table XI) and the principal strain axes is shown in table XII.…”
Section: Results Of the Kossel Internal Stress-strain Analysismentioning
confidence: 99%
“…it turns out that the Ogden law (39) comprises other wellknown finite elasticity models, such as the Varga, neo-Hooke, or Mooney-Rivlin model (Mooney 1940;Rivlin 1948;Varga 1966;Treloar 1975). Since the strain energies (39) describe a porous material, a volumetric response function needs to be defined in order to ensure the compaction point, which is reached when there is no pore space left.…”
Section: Specific Solid Strain Energiesmentioning
confidence: 99%
“…for some function f (X, Y ), then we require that the following equation 6) holds identically. Now on transforming back to the original variables (x, y, u), using (2.1) and (2.3) we may deduce…”
Section: The Basic Linearizationmentioning
confidence: 99%
“…In three recent papers Hill and Arrigo [3,4] and Arrigo and Hill [5], the present authors have shown that MongeAmpère equations also arise in the context of finite elastic deformations. In particular, it is shown that certain plane strain, plane stress and axially symmetric deformations of the incompressible perfectly elastic Varga material (see Varga [6]) all give rise to MongeAmpère equations of the form (1.1). Three of these may by linearized by a sequence of elementary transformations and the purpose of this brief communication is to show that the same sequence of transformations is also effective when F = u 4 y f (u, u x /u y ), where f denotes an arbitrary function.…”
Section: Introductionmentioning
confidence: 99%