Lesson Notes
Grade 12
First Term
Second Term
Third Term
Grade 13
Second Term
Grade
13
Lesson Overview
Unit 10 explains elasticity, stress–strain behavior, Young’s modulus, energy stored in stretched materials, viscosity, Stokes’ law, terminal velocity, surface tension, capillarity, and pressure differences across curved surfaces. These concepts help explain the mechanical behavior of solids and fluids.
1. Core Concepts (Short Notes)
10.1 Elasticity
Describes how materials return to original shape when forces are removed.
Tensile stress: σ = F/A.
Tensile strain: ε = ΔL/L₀.
Young’s modulus: E = σ/ε.
Hooke’s Law: F ∝ ΔL (up to limit of proportionality).
10.2 Stress–Strain Curve
Shows material behavior under tension.
Key points:
Proportional limit
Elastic limit
Yield point
Breaking point
Breaking stress
Ductile vs brittle behavior.
10.3 Energy Stored in Elastic Materials
Elastic potential energy:U = ½ F ΔLor U = ½ kx² for springs.
10.4 Viscosity
Internal friction of a fluid.
Coefficient of viscosity:η = (shear stress)/(velocity gradient).
SI unit: Pa·s.
10.5 Stokes’ Law & Terminal Velocity
Viscous force on a sphere:F = 6πηav.
Terminal velocity:v_t = (2/9)(r²(ρ_s – ρ_f)g / η).
10.6 Surface Tension
Force per unit length along a liquid surface.
Pressure difference across curved surface:ΔP = 2T/r.
Capillary rise:h = (2T cosθ)/(ρgr).
2. Detailed Notes for Each Section
10.1 Hooke’s Law & Elasticity
Elastic Behavior
When force removed → material returns to original shape.
Hooke’s region: linear relationship.
Force Constant (k)
F = kx.Depends on material & dimensions.
Stress & Strain
Stress: σ = F/A.
Strain: ε = ΔL/L₀.
Both can be applied to solids.
Young’s Modulus
E = (F/A) / (ΔL/L₀).High E → stiff material.
10.2 Stress–Strain Curve
Key Regions
Proportional limit: obeys Hooke’s law.
Elastic limit: returns to original shape.
Yield point: significant extension without extra force.
Ultimate tensile stress: maximum stress.
Breaking point: material fractures.
Types of Materials
Ductile: large plastic region.
Brittle: breaks soon after elastic limit.
10.3 Energy Stored in a Stretched Spring
Work–Extension Graph
Area under graph = elastic potential energy.
Expressions
U = ½Fx.
U = ½kx².
Units: joules.
10.4 Viscosity & Fluid Flow
Laminar vs Turbulent Flow
Laminar: layers flow smoothly.
Turbulent: chaotic flow.
Velocity Gradient
velocity gradient = (v₁ – v₂)/d.
Coefficient of Viscosity
η = (F/A) / (velocity gradient).
Poiseuille’s Formula (for laminar flow through capillary):
Flow rate:
Q = (πr⁴ΔP)/(8ηL).
10.5 Terminal Velocity & Stokes’ Law
Forces on a Sphere
Weight: mg.
Upthrust: ρ_f V g.
Viscous force: 6πηav.
Terminal Velocity Condition
Net force = 0.
Expression
v_t = (2/9)(a²(ρ_s – ρ_f)g / η).
10.6 Surface Tension
Definitions
T = force/length.
Unit: N/m.
Angle of Contact
θ < 90°: liquid wets surface (water–glass).
θ > 90°: liquid does not wet surface (mercury–glass).
Pressure Difference Across Curved Surface
For spherical bubble:
ΔP = 2T/r.
Capillary Rise
h = (2T cosθ)/(ρgr).
3. Formula Summary (Unit 10)
σ = F/A
ε = ΔL/L₀
E = σ/ε
F = kx
U = ½kx²
η = (F/A) / (velocity gradient)
F_viscous = 6πηav
v_t = (2/9)(a²(ρ_s – ρ_f)g/η)
ΔP = 2T/r
h = (2T cosθ)/(ρgr)
4. Common Mistakes to Avoid
Confusing stress with pressure.
Forgetting that strain has no units.
Misreading stress–strain graph regions.
Using diameter instead of radius in Stokes’ law.
Using wrong angle of contact in capillarity.
5. Exam Tips
Draw clear stress–strain graphs.
Show all steps when deriving v_t.
In viscosity questions, state laminar flow assumption.
For surface tension, always indicate direction of forces.
Use correct units (Pa·s, N/m, etc.).
6. Quick Revision Table
Topic | Key Points |
Elasticity | Hooke’s law, Young’s modulus |
Stress–Strain | Elastic/Plastic regions, breaking point |
Energy | U = ½kx² |
Viscosity | η, laminar flow, Stokes’ law |
Terminal Velocity | (2/9)a²(ρ_s–ρ_f)g/η |
Surface Tension | ΔP = 2T/r, capillary rise |
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