Laminate A-Matrix Stiffness Calculator

Calculate in-plane tensile & shear stiffness matrix for arbitrary ply sequences by classical lamination theory

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What is Laminate A-Matrix?

The A-matrix (extensional stiffness matrix) is the core parameter of classical lamination theory (CLT). It describes the linear relationship between in-plane resultant forces and mid-plane strains of the composite laminate, and directly determines the tensile, compressive and in-plane shear stiffness of the laminate structure.

For engineering applications, symmetric balanced laminates (e.g. [0/90/±45]s) are widely adopted: the B-matrix (extension-bending coupling) equals zero, and A₁₆ = A₂₆ = 0, which eliminates in-plane tension-shear coupling and significantly improves structural stability and design predictability.

Calculation Formulas (Classical Lamination Theory)

Step 1: On-axis stiffness matrix [Q] of unidirectional ply

Q₁₁ = E₁ / (1 − ν₁₂ν₂₁)    Q₂₂ = E₂ / (1 − ν₁₂ν₂₁)
Q₁₂ = ν₁₂E₂ / (1 − ν₁₂ν₂₁)    Q₆₆ = G₁₂

Step 2: Off-axis stiffness matrix [Q̄] for each ply

Q̄ᵢⱼ(θₖ) = T⁻¹(θₖ) · [Q] · T(θₖ)    (m = cosθₖ, n = sinθₖ)

Step 3: Extensional stiffness matrix [A] by ply integration

Aᵢⱼ = Σ ( Q̄ᵢⱼ(θₖ) · tₖ )    k = 1, 2 ... N

Where: θₖ = angle of k-th ply, tₖ = thickness of k-th ply, N = total number of plies

Enter Values

Default: [0/90/±45]s symmetric balanced laminate, 8 plies total, A₁₆=A₂₆=0
A₁₁ = ?    A₁₂ = ?    A₂₂ = ?
A₁₆ = ?    A₂₆ = ?    A₆₆ = ?
Unit: N/mm (GPa·mm)
Engineering Tip: Symmetric balanced laminates are recommended for structural design. They eliminate extension-bending coupling and tension-shear coupling, reduce manufacturing deformation, and are the standard layup form for aerospace, wind turbine and automotive composite components.

Typical Real-World Example

T700 carbon fiber / epoxy laminate: E₁ = 139.1 GPa, E₂ = 8.59 GPa, G₁₂ = 4.5 GPa, ν₁₂ = 0.3, single ply thickness 0.125 mm, layup [0/90/±45]s (8 plies total).
This is a classic quasi-isotropic symmetric balanced layup, widely used in load-bearing composite structures, with A₁₆ and A₂₆ approaching zero and no tension-shear coupling effect.

Practical Engineering Notes

Engineering Applications

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