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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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Citations
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Failure Locus of 3D Four-Directional Braided Composites Under Biaxial Loading

TL;DR: The failure locus of 3D braided four-directional composites under complex loadings, such as tension-shear, compression- shear and tension-tension, can be obtained by micromechanical computation model by fitting a large number of the failure points which are calculated by the numerical model.
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Alternative solution methods for crack problems in plane anisotropic elasticity, with examples

TL;DR: In this article, a generalization of the Riemann-Hilbert method from isotropic to anisotropic in-plane elasticity problems is presented, and a collection of basic two-dimensional cracks are considered.
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The elliptic paraboloid failure surface for 2D-transtropic plates (fiber-laminates)

TL;DR: In this paper, the authors defined the properties of intersections of EPFS and established the laws of variation of the position, the shape and orientation of these cross-sections by the principal stress planes.
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Failure criterion for two-ply plain-weave CFRP laminates

TL;DR: In this paper, an experimentally based failure criterion for symmetric two-ply plain-weave laminates of carbon fiber reinforced plastic is proposed, formulated in terms of six force and moment stress resultants and consists of a set of three inequalities, related to in-plane, bending, and combined inplane and bending types of failure.
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Buckling and post-buckling of a composite C-section with cutout and flange reinforcement

TL;DR: In this article, the effect of flange reinforcement on the buckling and post-buckling behavior of a carbon/epoxy composite C-section structure was investigated in finite element analysis by using MSC Nastran.
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.