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Structures

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⏹️ Course Syllabus

Strength of Materials

Structural Members and Buckling

Failure Theories and Energy Methods

Flight Vehicle Structures

Structural Dynamics

Theory of Elasticity

Plane Stress and Plane Strain

1. Introduction

In solid mechanics, simplifying a three-dimensional stress or strain state to a two-dimensional approximation is often valid and practical, especially in aerospace structural analysis. Two such common idealizations are:

  • Plane Stress – Suitable for thin flat elements like aircraft skins.
  • Plane Strain – Applicable to long structural members where deformation in one direction is restricted.

2. Plane Stress Condition

2.1 Assumptions

Plane stress assumes negligible stress in the thickness direction (say, zz-axis):

\sigma_z = 0,\quad \tau_{xz} = 0,\quad \tau_{yz} = 0

Non-zero stress components:

\sigma_x,\quad \sigma_y,\quad \tau_{xy}

2.2 Strain Relations

The 3D strain–stress relations reduce to:

 \varepsilon_x = \frac{1}{E}(\sigma_x - \nu \sigma_y)

 \varepsilon_y = \frac{1}{E}(\sigma_y - \nu \sigma_x)

 \gamma_{xy} = \frac{\tau_{xy}}{G}

 \varepsilon_z = -\frac{\nu}{E}(\sigma_x + \sigma_y)

Where:

  • E = Young’s modulus
  • \nu = Poisson’s ratio
  • G = \frac{E}{2(1+\nu)} = Shear modulus

3. Plane Strain Condition

3.1 Assumptions

Plane strain assumes zero strain in the zz-direction:

\varepsilon_z = 0,\quad \gamma_{xz} = 0,\quad \gamma_{yz} = 0

Non-zero strain components:

\varepsilon_x,\quad \varepsilon_y,\quad \gamma_{xy}

Typical in long bodies where the length dimension is constrained (e.g., long fuselage sections or nozzles).

3.2 Stress–Strain Relations

From Hooke’s law in 3D:

 \varepsilon_x = \frac{1}{E}(\sigma_x - \nu \sigma_y - \nu \sigma_z)

 \varepsilon_y = \frac{1}{E}(\sigma_y - \nu \sigma_x - \nu \sigma_z)

 0 = \varepsilon_z = \frac{1}{E}(\sigma_z - \nu(\sigma_x + \sigma_y))

Solving for \sigma_z:

 \sigma_z = \nu(\sigma_x + \sigma_y)

So, out-of-plane stress is non-zero, even though \varepsilon_z = 0.


4. Effective Elastic Moduli (Plane Strain)

In many numerical methods (like FEM), plane strain uses modified elastic constants:

  • Effective Young’s Modulus:

 E' = \frac{E}{(1 - \nu^2)}

Effective Poisson’s Ratio:

 \nu' = \frac{\nu}{(1 - \nu)}


5. Comparison Table

FeaturePlane StressPlane Strain
\sigma_z0\nu(\sigma_x + \sigma_y)
\varepsilon_z-\frac{\nu}{E}(\sigma_x + \sigma_y)0
Common ScenarioThin plates, aircraft skinsLong, constrained structures
Governing Equations2D Hooke’s LawModified 3D Hooke’s Law

6. Relevance in Aerospace Applications

  • Plane Stress:
    • Used for thin sheets under in-plane loads (e.g., fuselage skins, wing panels).
    • Critical in analyzing riveted and composite skin structures.
  • Plane Strain:
    • Found in long aerospace structures where end constraints dominate (e.g., nozzle flanges, spars under axial compression).
    • Also relevant in structural dynamic simulations where transverse motion is minimal.

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