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In continuum mechanics, the Cauchy stress tensor σ {displaystyle {boldsymbol {sigma }}} , true stress tensor, or simply called the stress tensor is a second order tensor named after Augustin-Louis Cauchy. The tensor consists of nine components σ i j {displaystyle sigma _{ij}} that completely define the state of stress at a point inside a material in the deformed state, placement, or configuration. The tensor relates a unit-length direction vector n to the stress vector T(n) across an imaginary surface perpendicular to n: T ( n ) = n ⋅ σ or T j ( n ) = σ i j n i . {displaystyle mathbf {T} ^{(mathbf {n} )}=mathbf {n} cdot {boldsymbol {sigma }}quad {text{or}}quad T_{j}^{(n)}=sigma _{ij}n_{i}.} where, σ = [ σ 11 σ 12 σ 13 σ 21 σ 22 σ 23 σ 31 σ 32 σ 33 ] ≡ [ σ x x σ x y σ x z σ y x σ y y σ y z σ z x σ z y σ z z ] ≡ [ σ x τ x y τ x z τ y x σ y τ y z τ z x τ z y σ z ] {displaystyle {boldsymbol {sigma }}=left[{begin{matrix}sigma _{11}&sigma _{12}&sigma _{13}\sigma _{21}&sigma _{22}&sigma _{23}\sigma _{31}&sigma _{32}&sigma _{33}\end{matrix}}right]equiv left[{begin{matrix}sigma _{xx}&sigma _{xy}&sigma _{xz}\sigma _{yx}&sigma _{yy}&sigma _{yz}\sigma _{zx}&sigma _{zy}&sigma _{zz}\end{matrix}}right]equiv left[{begin{matrix}sigma _{x}&tau _{xy}&tau _{xz}\tau _{yx}&sigma _{y}&tau _{yz}\tau _{zx}&tau _{zy}&sigma _{z}\end{matrix}}right]} The SI units of both stress tensor and stress vector are [N/m^2], corresponding to the stress scalar. The unit vector is dimensionless. The Cauchy stress tensor obeys the tensor transformation law under a change in the system of coordinates. A graphical representation of this transformation law is the Mohr’s circle for stress. The Cauchy stress tensor is used for stress analysis of material bodies experiencing small deformations: It is a central concept in the linear theory of elasticity. For large deformations, also called finite deformations, other measures of stress are required, such as the Piola–Kirchhoff stress tensor, the Biot stress tensor, and the Kirchhoff stress tensor. According to the principle of conservation of linear momentum, if the continuum body is in static equilibrium it can be demonstrated that the components of the Cauchy stress tensor in every material point in the body satisfy the equilibrium equations (Cauchy’s equations of motion for zero acceleration). At the same time, according to the principle of conservation of angular momentum, equilibrium requires that the summation of moments with respect to an arbitrary point is zero, which leads to the conclusion that the stress tensor is symmetric, thus having only six independent stress components, instead of the original nine. There are certain invariants associated with the stress tensor, whose values do not depend upon the coordinate system chosen, or the area element upon which the stress tensor operates. These are the three eigenvalues of the stress tensor, which are called the principal stresses.

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