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Large elastic deformations of isotropic materials VII. Experiments on the deformation of rubber

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1951

Year

TLDR

The experiments involved homogeneous deformations of vulcanized rubber sheets and cylinders, including constant‑invariant stretches, pure shear, combined extension and shear, simple extension/compression, torsion, and axial extension with torsion. The resulting load‑deformation curves were interpreted with a stored‑energy function W whose derivative with respect to I₁ is independent of I₁ and I₂, and whose ratio of derivatives with respect to I₂ and I₁ is independent of I₁ and decreases from about 0.25 at I₂ = 3 as I₂ increases.

Abstract

It is shown in this part how the theory of large elastic deformations of incompressible isotropic materials, developed in previous parts, can be used to interpret the load-deformation curves obtained for certain simple types of deformation of vulcanized rubber test-pieces in terms of a single stored-energy function. The types of experiment described are: (i) the pure homogeneous deformation of a thin sheet of rubber in which the deformation is varied in such a manner that one of the invariants of the strain, I 1 or I 2 , is maintained constant; (ii) pure shear of a thin sheet of rubber (i.e. pure homogeneous deformation in which one of the extension ratios in the plane of the sheet is maintained at unity, while the other is varied); (iii) simultaneous simple extension and pure shear of a thin sheet (i.e. pure homogeneous deformation in which one of the extension ratios in the plane of the sheet is maintained constant at a value less than unity, while the other is varied); (iv) simple extension of a strip of rubber; (v) simple compression (i.e. simple extension in which the extension ratio is less than unity); (vi) simple torsion of a right-circular cylinder; (vii) superposed axial extension and torsion of a right-circular cylindrical rod. It is shown that the load-deformation curves in all these cases can be interpreted on the basis of the theory in terms of a stored-energy function W which is such that δ W /δ I 1 is independent of I 1 and I 2 and the ratio (δ W /δ I 2 ) (δ W /δ I 1 ) is independent of I 1 and falls, as I 2 increases, from about 0*25 at I 2 = 3.

References

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