Roymech engineering encyclopedia

Stress and Strain Equations (Formulas, Definitions and Applications)




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Stress and strain equations describe how materials respond to forces and deformation. These relationships are fundamental in engineering design, allowing calculation of stress, strain, stiffness and structural behaviour.

Key equations include stress (σ = F/A), strain (ε = ΔL/L), Young’s modulus (E = σ/ε), bending stress and torsion relationships used in mechanical and structural analysis.

This page provides a complete reference of stress and strain formulas used in engineering, including bending, torsion and pressure vessel equations.

Key Stress and Strain Formulas

  • Stress: σ = F / A
  • Strain: ε = ΔL / L
  • Young’s Modulus: E = σ / ε
  • Bending: M / I = σ / y = E / R
  • Torsion: T / J = τ / r = Gθ / L

Basic Stress and Strain Equations

Strain represents the deformation of a material relative to its original length and is a dimensionless quantity used in stress analysis.

Note: For more detailed stress & strain notes refer to webpage Stress & Strain

Strain = Change in length (dL)over original length (L)

e = dL / L

Stress = Force (F) divided by Area withstanding Force (A)

σ = F / A

Young's Modulus E = Stress ( s ) / Strain(e). This is a property of a material

E = s / e


How to Use These Equations

These equations are used to calculate stress, deformation and material behaviour under load. Engineers apply them to beams, shafts and pressure vessels to ensure safe design.

Bending

General Formula for Bending


A beam with a moment of inertia I and with Young's modulus E will have a bending stress f at a distance from the Neutral Axis (NA) y and the NA will bend to a radius R ...in accordance with the following formula.


M / I = s / y = E / R

Important note
W and w as used below for beam concentrated load, total load and uniform distributed load are assumed to be in units of force i.e. Newtons   If they are provided in units of weight i.e kg then they should be converted into units of force by mutliplying by the gravity constant g (9.81)

Simply Supported Beam - Concentrated Load

Maximum bending moment: M = W × L / 4

Maximum deflection: δ = W × L³ / (48 × E × I)


Simply Supported Beam - Uniformly Distributed Load

Maximum bending moment: M = W × L / 8

Maximum deflection: δ = 5 × W × L⁴ / (384 × E × I)


Cantilever - Concentrated Load

Maximum bending moment: M = W × L

Maximum deflection: δ = W × L³ / (3 × E × I)


Cantilever - Uniformly Distributed Load

Maximum bending moment: M = W × L² / 2

Maximum deflection: δ = W × L⁴ / (8 × E × I)


Fixed Beam - Concentrated Load

Maximum bending moment: M = W × L / 8


Fixed Beam . Uniformly Distributed Load



Torsion /Shear

Poisson's Ratio = ν = (lateral strain / primary strain )


Shear Modulus G = Shear Stress /Shear Strain

G = τ / ε = E / (2 .( 1 + ν ))

General Formula for Torsion


A shaft subject to a torque T having a polar moment of inertia J and a shear Modulus G will have a shear stress q at a radius r and an angular deflection θ over a length L as calculated from the following formula.

T / J = G . θ / L = t / r

More detailed notes on torsion calculations are found at webpage Torsion


Pressure Vessels - Thin Walled Cylinders

For a thin walled cylinder subject to internal pressure P the circumferential stress = σc

This stress tends to stretch the cylinder along its length. This is also called the longitudinal stress.

σc = P . d / ( 4 . t )



For a thin walled cylinder subject to internal pressure P the tangential stress = σc
This stress tends to increase the diameter). This is also called the hoop stress.

σt = P . d / ( 2 . t )



The above two formulae are only valid if the ratio of thickness to dia is less than 1:20


Pressure Vessels - Thick Walled Cylinders

The equations for the stresses in thick walled cylinders are derived on web page Cylinders

r1 = internal radius
r2 =outer radius
p1 = internal pressure
p2 = external pressure
σ r = radial stress
σ t =tangential stress

Consider a cylinder with and internal diameter d 1, subject to an internal pressure p 1.  The external diameter is d 2 which is subject to an external pressure p 2.    The radial pressures at the surfaces are the same as the applied pressures therefore

σ r = A + B / r 2
σ t = A - B / r 2

The radial pressures at the surfaces are the same as the applied pressures therefore

- p1 = A + B / r 12
-p2 = A + B / r 22


The resulting general equations are known as Lame's Euqations and are shown as follows

If the external pressure is zero this reduces to

If the internal pressure is zero this reduces to

Applications of Stress and Strain

Stress and strain calculations are used in structural design, mechanical engineering, materials selection and failure analysis. These equations help engineers determine whether components can safely withstand applied loads and deformation.

Related Engineering Topics

Further information can be found on related pages including beam theory, material properties, strength of materials and structural analysis.

Frequently Asked Questions

What is stress in engineering?

Stress is the force applied per unit area of a material, calculated as σ = F/A.

What is strain?

Strain is the deformation of a material relative to its original length, calculated as ε = ΔL/L.

What is Young’s modulus?

Young’s modulus is the ratio of stress to strain and represents material stiffness.

What is the difference between stress and strain?

Stress is force per unit area, while strain is the resulting deformation.

Where are stress and strain equations used?

They are used in structural design, mechanical engineering and materials analysis.

Summary: Stress and strain equations are fundamental to engineering analysis, allowing calculation of material behaviour under load in beams, shafts and pressure vessels.

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