5.3 Review of Stress and strain

5.3.1 Normal stress

Axial member Axial member

  • Normal stress is the resultant normal force over a given area

\[\sigma = \frac{P}{A}\]


5.3.2 Shear stress

Shear member Shear member

  • Shear stress is the resultant shear force over a given area

\[\tau = \frac{V}{A}\]


5.3.3 Stresses on arbitrary planes

tractionvectors

  • Since different “cuts” must yield the same resultant force, the stress depends on your plane of observation
  • Each type of stress is simultaneously present13
    • A body can fail in shear even when loaded by normal stress
    • Ductile materials typically yield due to shear stress
    • Brittle materials typically crack due to normal stress

5.3.4 Stress

Note

  • Stresses result from equilibrium (ie the sum of forces)
  • It is possible to have stress without strain
    • Example: thermal expansion/contraction
      • Exothermic reactions such as bone cement
      • Cement then adjusts to body temperature
      • Constrained by bone and implant \(\rightarrow\) stress

  1. except in unusual circumstances↩︎