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Chapter 11 · Part I · Mechanics
Revised on ____________________
Chapter 11 · Properties of Matter

How much a solid gives, and when it stops coming back

2 sheets
2 diagrams
23 results

Formulas and conditions only — no derivations, no solved numbers. The diagrams are the reader's own.

I

Stress and strain

STRESS HAS UNITS, STRAIN HAS NONE
I.Stress  σ = FA Pa; the same units as pressure
II.Longitudinal strain  ε = ΔLL
III.Shear strain  φ = ΔxL an angle, in radians
IV.Volume strain  ΔVV
V.Hooke's law  σ = E ε only up to the proportional limit
VI.Poisson's ratio  ν = − lateral strainlongitudinal strain 0 < ν ≤ 0.5
axial · YstretchF∥shear · Gslidebulk · Bsqueeze ΔP
II

The three moduli

EACH ONE HAS ITS OWN GEOMETRY
I.Young's modulus  Y = F LA ΔL stretch, one direction
II.Shear (rigidity)  G = FA φ solids only — fluids have none
III.Bulk modulus  B = − ΔPΔV/V uniform squeeze
IV.Compressibility  K = 1B
V.Elongation of a wire  ΔL = F LA Y a spring of stiffness k = AY/L
VI.Under its own weight  ΔL = ρ g L²2 Y half the load acts at the centre
III

The stress–strain curve

WHERE THE MATERIAL STOPS OBEYING
I.Proportional limit  the end of the straight line Hooke's law fails beyond
II.Elastic limit  the last point that returns to zero strain
III.Yield point  permanent deformation begins
IV.Ultimate tensile strength  the highest stress the sample carries
V.Fracture point  where it parts brittle: close to the UTS
VI.Ductile vs brittle  a long plastic region vs almost none
strain εstress σABC · UTSfractureHookeplastic flowpermanent set
IV

Elastic energy

THE AREA UNDER THE CURVE
I.Energy stored  U = 12 F² LA Y = 12 F ΔL
II.Energy density  u = 12 σ ε = σ²2 Y J m−3
III.Toughness  the whole area, to fracture
IV.Thermal stress  σ = Y α ΔT clamped ends, no strain allowed
V.Composite rod, parallel  the same strain, forces share as A Y
Steel, Y
2.0×1011 Pa
Copper, Y
1.1×1011 Pa
Rubber, Y
≈ 106 Pa
Water, B
2.2×109 Pa
Steel, ν
0.29
Breaking stress, steel
≈ 4×108 Pa
V

What the numbers mean

READING A MATERIAL OFF ITS CONSTANTS
A large Y  means stiff, not strong. Steel stretches less than copper under the same load; whether it breaks first is a separate number — the breaking stress.
Rubber  has a tiny Y and an enormous elastic range: it stores far more energy per kilogram than steel before it fails, which is why catapults are not made of steel.
Where marks are lost in this chapter
1Comparing wires by breaking force. Compare the stress σ = F/A before deciding which fails first.
2Comparing extensions instead of strain. A longer wire of the same material extends more.
3Series and parallel backwards. End-to-end: same force. Side by side: same extension.
4Dropping the ½ in U = ½ F ΔL. The force builds from zero, so the average is F/2.