Stress Analysis Fundamentals Back
Fundamentals Guide

Stress Analysis Fundamentals

From stress and strain basics to Mohr circle, von Mises stress, and fatigue design — with free browser tools to practice.

Stress and Strain Basics

Stress (σ) is force per unit area [Pa or MPa]. Normal stress acts perpendicular to a surface; shear stress (τ) acts parallel. Strain (ε) is the dimensionless ratio of deformation to original dimension. In the elastic range: σ = Eε (Hooke's Law), where E is Young's modulus.

MaterialYoung's Modulus E (GPa)Yield Strength σy (MPa)
Steel (mild)200250
Aluminum alloy70270
CFRP (0° ply)135
Concrete25–30— (compressive: 20–40)

Mohr's Circle

Mohr's circle is a graphical method to find principal stresses and maximum shear stress from a general stress state (σx, σy, τxy):

σ1, σ2 = (σx+σy)/2 ± √[((σx-σy)/2)² + τxy²]

Mohr Circle Calculator
Enter σx, σy, τxy and visualize Mohr circle in real time

von Mises Stress and Yield

von Mises stress is a scalar measure of equivalent stress in multiaxial loading: σvm = √[(σ1−σ2)² + (σ2−σ3)² + (σ3−σ1)²] / √2. Yielding occurs when σvm ≥ σy.

Safety Factors

ApplicationTypical Safety Factor
Aerospace (strict QC)1.5–2.0
General machinery (static)2.0–3.0
Civil structures (static)3.0–4.0
Dynamic / impact loads4.0–8.0

Fatigue Design

Under cyclic loading, failure can occur well below the static yield strength. Use S-N curves and the Goodman diagram to account for mean stress effects.

Goodman Diagram
Evaluate fatigue safety factor accounting for mean stress
S-N Curve & Fatigue Life
Plot S-N curves and estimate fatigue life with Basquin law

How to Use

  1. Input material properties: Young's modulus (e.g., 200 GPa for steel), yield strength (e.g., 250 MPa), and Poisson's ratio (0.3)
  2. Define loading conditions: apply normal stress (tension/compression in Pa), shear stress (in Pa), and loading angle
  3. Select analysis mode: view normal/shear stress components, generate Mohr circle diagram, calculate von Mises equivalent stress, and apply safety factor (typically 1.5–2.0 for static loads)
  4. Review stress tensor output and fatigue curves if cyclic loading is selected

Worked Example

Aluminum 6061-T6 rectangular plate (E = 69 GPa, yield = 276 MPa) subjected to biaxial loading: σx = 120 MPa tension, σy = 40 MPa tension, τxy = 30 MPa shear stress. Mohr circle calculation yields principal stresses σ1 = 135.3 MPa, σ2 = 24.7 MPa. Von Mises stress: σv = √(135.3² + 24.7² − 135.3×24.7) = 124.8 MPa. With safety factor 1.5, allowable stress = 184 MPa; design is adequate. For 10⁶ cycle fatigue life, reduce allowable to ~100 MPa.

Practical Notes

  • Mohr circle displays all stress states at 0–360° rotation; principal stresses occur where shear = 0
  • Von Mises accounts for all stress components; essential for ductile metals; use maximum principal stress for brittle materials (cast iron, ceramics)
  • Safety factors: 1.25–1.5 for well-known static loads; 2.0–3.0 for variable/impact loads and welded joints
  • Fatigue strength at 10⁶ cycles is ~0.4–0.5 of static yield for ferrous metals; verify with S-N curves