Stiffness Matrix Calculator

Calculate 2D stiffness matrix for plane stress/strain

Typically between 0 and 0.5 for most materials

Thickness for plane stress analysis

How to Use This Calculator

1

Select Analysis Type

Choose between Plane Stress (thin structures, stress through-thickness is zero) or Plane Strain (thick structures, strain through-thickness is zero). The stiffness matrix formulation differs for each case.

2

Enter Material Properties

Input Young's modulus (E) and Poisson's ratio (ν) of the material. Young's modulus represents stiffness, and Poisson's ratio represents lateral contraction under axial load (typically 0.2-0.4 for metals).

3

Enter Thickness

For plane stress, enter the actual thickness. For plane strain, use unit thickness (1.0). The thickness affects the stiffness matrix coefficients.

4

View Stiffness Matrix

Click "Calculate" to see the 3×3 stiffness matrix [D]. This matrix relates stress to strain: [σ] = [D][ε], where σ is the stress vector and ε is the strain vector.

Formulas

Plane Stress

Factor = E / (1 - ν²)

D₁₁ = D₂₂ = Factor × t

D₁₂ = Factor × ν × t

D₃₃ = Factor × (1 - ν) / 2 × t

Plane Strain

Factor = E / ((1 + ν) × (1 - 2ν))

D₁₁ = D₂₂ = Factor × (1 - ν) × t

D₁₂ = Factor × ν × t

D₃₃ = Factor × (1 - 2ν) / 2 × t

Matrix Form:

[σ_x] [D₁₁ D₁₂ 0 ] [ε_x]

[σ_y] = [D₁₂ D₂₂ 0 ] [ε_y]

[τ_xy] [0 0 D₃₃] [γ_xy]

About Stiffness Matrix Calculator

The Stiffness Matrix Calculator is an essential tool for finite element analysis (FEA), computational mechanics, and structural engineering that calculates the material stiffness matrix (D-matrix) for 2D plane stress or plane strain conditions. The stiffness matrix relates stress to strain through the constitutive relationship [σ] = [D][ε] and is fundamental to FEA and structural analysis.

When to Use This Calculator

  • Finite Element Analysis: Generate material stiffness matrices for FEA models
  • Structural Analysis: Analyze 2D structures using plane stress/strain assumptions
  • Computational Mechanics: Set up material constitutive models
  • Research & Development: Study material behavior under 2D loading
  • Education: Learn stiffness matrix concepts and formulations

Why Use Our Calculator?

  • Quick Calculation: Instant stiffness matrix from material properties
  • FEA Tool: Essential for setting up finite element models
  • Dual Formulations: Supports both plane stress and plane strain
  • Educational Resource: Understand stiffness matrix concepts
  • Accurate Results: Precise calculations for engineering analysis

Key Concepts

Stiffness Matrix [D]: A material property matrix that relates stress to strain through the constitutive equation [σ] = [D][ε]. It encapsulates material elastic properties (Young's modulus and Poisson's ratio) and depends on the analysis type (plane stress or plane strain).

Plane Stress vs. Plane Strain: Plane stress applies to thin structures where stress through-thickness is assumed zero (plates, membranes). Plane strain applies to thick structures where strain through-thickness is assumed zero (long structures, tunnels). The stiffness matrix differs for each case.

Applications

  • Finite Element Analysis: Element stiffness matrices in FEA software
  • Plate and Shell Analysis: Analyze thin structures under in-plane loading
  • 2D Structural Analysis: Model 2D problems with appropriate assumptions
  • Material Modeling: Define elastic material behavior in computational models

Frequently Asked Questions

What is a stiffness matrix?

A stiffness matrix [D] is a material property matrix that relates stress to strain through [σ] = [D][ε]. It contains the elastic moduli (Young's modulus, Poisson's ratio) arranged in matrix form. In 2D, it's a 3×3 matrix relating the three stress components (σ_x, σ_y, τ_xy) to the three strain components (ε_x, ε_y, γ_xy).

What's the difference between plane stress and plane strain?

Plane stress assumes zero stress through-thickness (σ_z = 0) and applies to thin structures. Plane strain assumes zero strain through-thickness (ε_z = 0) and applies to thick structures. The stiffness matrix formulations differ because they satisfy different boundary conditions through-thickness.

How is the stiffness matrix used in FEA?

In finite element analysis, the material stiffness matrix [D] is combined with shape functions and element geometry to form element stiffness matrices [K]. These element matrices are then assembled into a global stiffness matrix to solve for displacements and stresses throughout the structure.

Why is the stiffness matrix symmetric?

The stiffness matrix is symmetric (D₁₂ = D₂₁) due to the reciprocal theorem in elasticity, which states that material response is reciprocal. This symmetry is a fundamental property of linear elastic materials and ensures that the matrix represents a conservative system.

Can this be extended to 3D?

Yes! In 3D, the stiffness matrix becomes 6×6, relating the six stress components (σ_x, σ_y, σ_z, τ_xy, τ_xz, τ_yz) to the six strain components. The 2D formulations are simplifications that reduce computational cost while maintaining accuracy for structures that can be reasonably modeled in 2D.