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Physics · Ch 8 — Mechanical Properties of Solids

Stress and Strain

8.2

Stress and Strain

When a deforming force is applied to a solid body, the body develops an internal restoring force in response, exactly equal in magnitude and opposite in direction to the applied force once the body settles into (quasi-)equilibrium. Stress is defined as this restoring force per unit cross-sectional area of the body:

Stress=FA\text{Stress} = \frac{F}{A}

where FF is the magnitude of the deforming (or, equivalently, the internal restoring) force and AA is the area over which it acts. Since force has SI unit newton (N\text{N}) and area has SI unit m2\text{m}^2, stress has SI unit N/m2\text{N/m}^2, which is given the special name pascal (Pa\text{Pa}) -- the same unit used for pressure, and indeed stress and pressure have exactly the same dimensional formula, [ML−1T−2][\text{ML}^{-1}\text{T}^{-2}].

Deformation itself is measured by strain, defined generally as the ratio of the change produced in a dimension of the body to its original value of that dimension. Because it is a ratio of two similar quantities, strain is a pure number and has no unit and no dimensions.

Depending on how the deforming force is applied, three distinct kinds of stress -- and three matching kinds of strain -- arise:

1. Tensile (or compressive) stress and longitudinal strain. When a force is applied along the length of a rod or wire, either pulling its two ends apart (tensile) or pushing them together (compressive), the body's length changes while its shape (cross-sectional profile) stays essentially the same. If a rod of original length LL and cross-sectional area AA is stretched (or compressed) by a force FF applied normal to, and centred on, its end faces, the tensile (or compressive) stress is F/AF/A, and the longitudinal strain is

Longitudinal strain=ΔLL\text{Longitudinal strain} = \frac{\Delta L}{L}

where ΔL\Delta L is the change in length. If the applied force instead squeezes a solid uniformly along one axis in the middle of a large body rather than stretching it (a less common everyday case), the same idea applies with the sign of ΔL\Delta L reversed.

2. Shearing (or tangential) stress and shearing strain. Here the deforming force is applied tangentially -- parallel to, rather than perpendicular to, the surface of the body -- typically to one face of a body while the opposite face is held fixed. This changes the body's shape without changing its volume: imagine a deck of cards, with the bottom card fixed and a sideways force applied to the top card, causing the whole stack to lean over into a slanted, parallelogram-like shape while each individual card's own dimensions stay unchanged. If the tangential force FF acts over area AA of the top face, and this causes the top face to be displaced sideways by Δx\Delta x relative to the bottom (fixed) face, with the body's height (measured perpendicular to the force) equal to LL, then the shearing stress is F/AF/A, and the shearing strain is

Shearing strain=ΔxL=tan⁡θ≈θ\text{Shearing strain} = \frac{\Delta x}{L} = \tan\theta \approx \theta

where θ\theta is the (necessarily small, for the elastic-limit regime this chapter deals with) angle through which the sheared face has turned, in radians. …

Figure 1The three kinds of stress: tensile, shearing, and hydraulic (volume)

What this figure shows. Three small side-by-side panels, each showing a rectangular block being deformed by a different kind of stress. Panel (a), labelled "Tensile stress", shows a rod of original length LL and cross-section AA with two equal, oppositely directed arrows of magnitude FF pulling outward on its two end faces along the rod's axis, and a dashed outline showing the rod slightly longer after deformation, with the elongation marked ΔL\Delta L. Panel (b), labelled "Shearing stress", shows a cube with its bottom face fixed (hatched) and a horizontal force FF applied along the top face only, so the block's originally rectangular cross-section is redrawn as a dashed parallelogram slanted by a small angle θ\theta, with the horizontal top-face displacement marked Δx\Delta x and the block's height marked LL. Panel (c), labelled "Hydraulic (volume) stress", shows a cube (or sphere) with inward-pointing arrows of equal magnitude ΔP\Delta P drawn perpendicular to every one of its faces, and a dashed slightly-smaller outline insid …