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A General Theory of Strength for Anisotropic Materials

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TLDR
In this article, an operationally simple strength criterion for anisotropic materials is developed from a scalar function of two strength tensors, which satisfies the invariant requirements of coordinate transforma tion, takes into account the difference in strengths due to positive and negative stresses, and can be specialized to account for different material symmetries, multi-dimensional space, and multi-axial stresses.
Abstract
An operationally simple strength criterion for anisotropic materials is developed from a scalar function of two strength tensors. Differing from existing quadratic approximations of failure surfaces, the present theory satisfies the invariant requirements of coordinate transforma tion, treats interaction terms as independent components, takes into account the difference in strengths due to positive and negative stresses, and can be specialized to account for different material symmetries, multi-dimensional space, and multi-axial stresses. The measured off-axis uniaxial and pure shear data are shown to be in good agreement with the predicted values based on the present theory.

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An anisotropic yield surface model for directionally reinforced metal-matrix composites

TL;DR: In this article, a general anisotropic yield surface using a fourth order Mijkl tensor has been proposed, based on the physical behavior observed for the material under consideration, which can be used for either pressure dependent or independent cases.
Journal ArticleDOI

A unified fatigue failure criterion for unidirectional laminates

TL;DR: A unified fatigue failure criterion using micromechanics related to the fracture plane has been developed to predict fatigue lives of unidirectional fiber reinforced polymer composites subjected to cyclic off-axis tension-tension loading.

A Survey of Failure Theories of Isotropic and Anisotropic Materials

R. S. Sandhu
TL;DR: A survey of various theories of strength for isotropic and anisotropic materials is presented in this article, where the authors classify failure theories of failure as theories with or without distinct failure modes.
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The Numbers of Elastic Properties and Failure Parameters for Fiber Composites

TL;DR: In this paper, it is shown that there is a coordination between the numbers of the elastic properties and the number of failure criteria parameters for aligned fiber composites under certain realistic conditions.
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Strength-based topology optimization for anisotropic parts

TL;DR: In this paper, a strength-based topology optimization method for structures with anisotropic materials is presented, where a new topological sensitivity formulation based on strength ratio of non-homogeneous failure criteria, such as Tsai-Wu, is proposed.
References
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Book

The mathematical theory of plasticity

Rodney Hill
TL;DR: In this paper, the solution of two-dimensional non-steady motion problems in two dimensions is studied. But the solution is not a solution to the problem in three dimensions.
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The Brittle Strength of Orthotropic Materials

TL;DR: In this article, a phenomenological fracture condition for ortho tropic brittle materials is proposed, which can account for widely differing compressive and tensile strengths in ortho tropical brittle materials.

Invariant properties of composite materials.

TL;DR: The use of these invariants in materials evaluation and design optimization is discussed in this article, where simple formulas, based upon micromechanics results, are derived for the invariant in terms of constituent material properties.
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Strength of glass-reinforced plastics in the complex stress state

TL;DR: In this paper, a tensor invariant strength criterion for anisotropic materials of the glass-reinforced plastic type is proposed, which takes into account not only the different ultimate strengths in tension and compression in each direction but also the dependence of the ultimate shear strengths on the sign (direction) of the shear stresses.
Journal ArticleDOI

Classic theories of failure of anisotropic materials

TL;DR: In this paper, a modification of Marin's criterion that includes six constants, five of which are evaluated from four uniaxial loading conditions and a pure shear condition, is introduced.