Mechanics · Stress and deformation

Von Mises equivalent stress

Add axial normal stress and bending normal stress algebraically at the checked fibre, then combine that sum with shear stress.

Created v1.0

By Thibaut Grzelak, Mechanical Analysis Engineer

Stress and deformation
01Calculation inputs
Origin and combination of stresses at the checked pointσa and σb are signed normal stresses at the same point. Bending provides σb at the checked fibre; it is added algebraically to σa before combining with shear stress τ.σaaxial loadMσbbending · checked fibreσa + σbττττσσlocal state at the same point
σ = σa + σbσVM = √[(σa + σb)² + 3τ²]
Input identificationσa and σb are signed normal stresses at the same point. Bending provides σb at the checked fibre; it is added algebraically to σa before combining with shear stress τ.
Positive in tension, negative in compression.
Signed value at the checked fibre: positive in tension, negative in compression.
Allowable value already selected for the material and design method.

Results are up to date.

03

Results

Metric
Utilization
52.307%

Ratio σᵥ/σallow expressed as a percentage.

Safety factor
1.9118—

Simplified ratio σallow/σᵥ.

Combined normal stress
120MPa

Algebraic sum of normal stresses σa + σb at the same point.

View calculation detailsFormulas, conversions, numerical substitution and resultsOpen ↓

Calculation note

Full calculation details

Isotropic ductile material. Static loading and a stress state representative of the checked point. No fatigue, buckling, stress concentration or additional code interaction. Allowable stress must be selected for the material, temperature, process and applicable design rule.

01Formulas and symbols

Formulas used

σσ = σa + σbCombined normal stress at the checked fibre
σᵥσᵥ = √(σ² + 3τ²)Von Mises for one normal stress and shear
σᵥσᵥ = √{[(σ₁−σ₂)²+(σ₂−σ₃)²+(σ₃−σ₁)²]/2}General form using principal stresses
η ; Sη = σᵥ/σadm ; S = σadm/σᵥSimplified utilization and safety
02Assumptions and limits

Scope of validity

  • Isotropic ductile material.
  • Static loading and a stress state representative of the checked point.
  • No fatigue, buckling, stress concentration or additional code interaction.
  • Allowable stress must be selected for the material, temperature, process and applicable design rule.
03Validation example

Reference numerical case

  1. σa = 80 MPa, σb = 40 MPa, τ = 30 MPa and σallow = 250 MPa.
  2. σ = 120 MPa.
  3. σᵥ = √(120² + 3×30²) = 130.77 MPa.
  4. Utilization = 52.31% and safety factor = 1.912.
04Frequently asked questions

Questions about the calculation

Can axial and bending stress be added directly?

Yes at the same point and in the same normal direction, while respecting signs. The checked fibre may be in tension or compression.

Is Von Mises suitable for brittle materials?

The criterion is mainly used for ductile materials. Brittle materials generally require a different criterion.

Is the displayed factor code-compliant?

No. It is the direct ratio between the entered allowable stress and calculated equivalent stress.

05References

Technical references

  1. Budynas & Nisbett, Shigley’s Mechanical Engineering Design, distortion-energy criterion.
  2. Gere & Goodno, Mechanics of Materials, stress states and principal stresses.
  3. BIPM, The International System of Units (SI), 9th edition.