MECHANICSMaterials and Continuum MechanicsPhysics Calculator
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Stiffness Matrix

The stiffness matrix [C] relates stress σ to strain ε: σ = [C]ε. For isotropic materials, only two constants (E, ν or λ, μ). 3D: 6×6; plane stress/strain: 3×3.

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Isotropic: 2 constants (E, ν) or (λ, μ). Plane stress: thin plates, out-of-plane σ=0. Plane strain: long structures, ε_z=0. Coordinate transform for rotated axes.

Key quantities
C₁₁=λ+2μ, C₁₂=λ, C₄₄=μ
3D isotropic
Key relation
C₁₁=E/(1-ν²)
Plane stress
Key relation
Eν/((1+ν)(1-2ν))
Lamé λ
Key relation
C' = T^T C T
Transformation
Key relation

Ready to run the numbers?

Why: Stiffness matrix is fundamental in FEM, stress analysis, and continuum mechanics. Isotropic materials simplify to 2 independent constants.

How: From E and ν compute Lamé λ, μ. Build 6×6 matrix for 3D. Plane stress/strain reduce to 3×3. Rotation transforms via T^T C T.

Isotropic: 2 constants (E, ν) or (λ, μ).Plane stress: thin plates, out-of-plane σ=0.
Sources:NISTASME

Run the calculator when you are ready.

CalculatorElastic stiffness matrix for isotropic materials

🔩 Steel 3D Matrix

Steel: E=200 GPa, ν=0.29 - Full 6x6 stiffness matrix

⚙️ Aluminum Plane Stress

Aluminum plane stress stiffness matrix (3x3)

📐 Aluminum Plane Strain

Aluminum plane strain stiffness matrix (3x3)

🔧 Custom E and ν

Calculate from E=100 GPa, ν=0.3

🔄 Coordinate Rotation

Steel with 45° rotation about z-axis

Enter Values

Calculation Mode

Analysis Type

Material Selection

Coordinate Transformation

Elastic Constants

Young's Modulus

200.00 GPa

Poisson's Ratio

0.2900

Shear Modulus

77.20 GPa

Bulk Modulus

160.00 GPa

Lamé Parameters

First Lamé Parameter (λ):107.051 GPa
Second Lamé Parameter (μ):77.200 GPa

3D Stiffness Matrix [C] (6×6)

εxxεyyεzzγxyγyzγzx
σxx262.089 GPa107.051 GPa107.051 GPa0 GPa0 GPa0 GPa
σyy107.051 GPa262.089 GPa107.051 GPa0 GPa0 GPa0 GPa
σzz107.051 GPa107.051 GPa262.089 GPa0 GPa0 GPa0 GPa
τxy0 GPa0 GPa0 GPa77.519 GPa0 GPa0 GPa
τyz0 GPa0 GPa0 GPa0 GPa77.519 GPa0 GPa
τzx0 GPa0 GPa0 GPa0 GPa0 GPa77.519 GPa
stiffness-matrix@bloomberg:~$
STIFFNESS: VERY STIFF
Max Stiffness
262.089 GPa
Determinant
5.332e+12
Trace
1018.826 GPa
Condition #
1.28

Matrix Properties

Determinant:5.332e+12 (GPa)⁶
Trace:1018.826 GPa
Condition Number:1.28

Relationships

C₁₁ from E and ν: C₁₁ = λ + 2μ = 261.45 GPa

C₁₂ from E and ν: C₁₂ = λ = 107.05 GPa

C₄₄ from G: C₄₄ = μ = G = 77.20 GPa

E from C: E = C₁₁ - 2C₁₂ = 47.35 GPa

G from C: G = C₄₄ = 77.20 GPa

K from C: K = (C₁₁ + 2C₁₂)/3 = 158.52 GPa

Visualizations

Material Comparison

Recommendations

Good stiffness for structural applications

Step-by-Step Calculation

Input Values

Material: Steel (Carbon)

Young's Modulus (E): 200 GPa

Poisson's Ratio (ν): 0.29

Shear Modulus (G): 77.2 GPa

Bulk Modulus (K): 160 GPa

Lamé Parameters

λ = Eν / ((1+ν)(1-2ν)) = 107.05 GPa

μ = G = 77.20 GPa

Stiffness Matrix Calculation

3D Stiffness Matrix [C] (6×6)

C₁₁ = λ + 2μ = 107.05 GPa + 2×77.20 GPa = 261.45 GPa

C₁₂ = λ = 107.05 GPa

C₄₄ = μ = G = 77.20 GPa

For educational and informational purposes only. Verify with a qualified professional.

🔬 Physics Facts

📐

σ = [C]ε; stress-strain relation

— Elasticity

📏

Isotropic: C₁₁=λ+2μ, C₁₂=λ, C₄₄=μ

— Continuum mechanics

⚙️

λ, μ = Lamé parameters from E, ν

— Elasticity

🔄

C' = T^T C T for rotation

— Tensor transformation

What is a Stiffness Matrix?

The stiffness matrix [C] is a fundamental tensor in continuum mechanics that relates stress to strain in linear elastic materials. For isotropic materials, the stiffness matrix has a special symmetric form that depends on only two independent elastic constants (typically Young's modulus E and Poisson's ratio ν). The relationship is expressed as σ = [C]ε, where σ is the stress vector and ε is the strain vector.

📊

3D Stiffness Matrix

6×6 matrix relating all stress and strain components. Used for full 3D analysis.

📐

Plane Stress

3×3 matrix for thin plates where σzz = τxz = τyz = 0. Assumes zero out-of-plane stress.

📏

Plane Strain

3×3 matrix for thick structures where εzz = γxz = γyz = 0. Assumes zero out-of-plane strain.

Matrix Components and Relationships

3D Isotropic Stiffness Matrix

C₁₁ = λ + 2μ = E(1-ν)/((1+ν)(1-2ν))
C₁₂ = λ = Eν/((1+ν)(1-2ν))
C₄₄ = μ = G = E/(2(1+ν))

Where λ is the first Lamé parameter and μ (shear modulus) is the second Lamé parameter.

Plane Stress Matrix

C₁₁ = C₂₂ = E/(1-ν²)
C₁₂ = νE/(1-ν²)
C₃₃ = G = E/(2(1+ν))

Used for thin plates, membranes, and shells where thickness is much smaller than in-plane dimensions.

Plane Strain Matrix

C₁₁ = C₂₂ = λ + 2μ
C₁₂ = λ
C₃₃ = μ = G

Used for thick plates, long structures, and problems where out-of-plane deformation is constrained.

Coordinate Transformations

When analyzing materials at different orientations, the stiffness matrix must be transformed. For a rotation about an axis, the transformed stiffness matrix is calculated as C' = T^T C T, where T is the transformation matrix. This is essential for analyzing anisotropic materials or rotated coordinate systems.

Frequently Asked Questions

Q1: What is the difference between stiffness matrix and compliance matrix?

The stiffness matrix [C] relates stress to strain (σ = [C]ε), while the compliance matrix [S] is its inverse and relates strain to stress (ε = [S]σ). For isotropic materials, they are inverses of each other.

Q2: When should I use plane stress vs plane strain?

Plane stress applies to thin plates where out-of-plane stress is zero (σzz = 0). Plane strain applies to thick structures where out-of-plane strain is zero (εzz = 0). Choose based on your geometry and loading conditions.

Q3: What do the Lamé parameters represent?

The first Lamé parameter (λ) relates to volumetric deformation, while the second (μ) is the shear modulus. They provide an alternative to Young's modulus and Poisson's ratio for describing isotropic elastic behavior.

Q4: How does coordinate transformation affect the stiffness matrix?

Rotating the coordinate system changes the matrix components while preserving material properties. The transformation C' = T^T C T ensures the physical behavior remains unchanged, only the representation changes.

Q5: What does a high condition number indicate?

A high condition number suggests the matrix is near-singular, making numerical inversion unstable. This can occur with extreme Poisson's ratios or when the material approaches incompressibility (ν → 0.5).

Q6: Can I use this calculator for anisotropic materials?

This calculator is designed for isotropic materials. Anisotropic materials require a full 6×6 stiffness matrix with 21 independent constants (reduced from 36 by symmetry). Use specialized FEA software for anisotropic analysis.

Q7: How accurate are these calculations for real materials?

The calculations assume linear elastic behavior and perfect isotropy. Real materials may exhibit nonlinearity, anisotropy, temperature dependence, and rate effects. Always verify with material testing for critical applications.

📚 Official Data Sources

⚠️ Disclaimer

⚠️ Disclaimer: This calculator provides theoretical calculations based on linear elasticity theory for isotropic materials. Actual material behavior may vary significantly due to:

  • Nonlinear elastic behavior beyond the elastic limit
  • Material anisotropy and texture effects
  • Temperature and strain rate dependence
  • Manufacturing variations and defects
  • Environmental factors (moisture, corrosion, aging)

For critical engineering applications, always verify calculations with experimental testing and consult with qualified materials engineers. This tool is for educational and preliminary design purposes only.

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