๐Ÿ“˜ Elasticity & Fluid Motion

๐Ÿ“˜ Elasticity & Fluid Motion

UG Physics (Honours) Notes


1๏ธโƒฃ Elasticity

Elasticity is the property of a material by which it returns to its original shape after removing external forces.

Stress and Strain

  • Stress = Force applied per unit area Stress=FA\text{Stress} = \frac{F}{A}Stress=AFโ€‹
  • Strain = Change in dimension / Original dimension
    (Unitless)

Hookeโ€™s Law:StressโˆStrain\text{Stress} \propto \text{Strain}StressโˆStrain


Elastic Constants

TypeDefinitionConstant
Youngโ€™s ModulusStretching in lengthYYY
Bulk ModulusChange in volumeKKK
Shear ModulusDeformation due to shear forceฮทฮทฮท
Poissonโ€™s RatioLateral strain / Longitudinal strainฯƒฯƒฯƒ

Relation Between Elastic Constants

1๏ธโƒฃ Relation between YYY, ฮทฮทฮท, ฯƒฯƒฯƒ:Y=2ฮท(1+ฯƒ)Y = 2ฮท(1 + ฯƒ)Y=2ฮท(1+ฯƒ)

2๏ธโƒฃ Relation between YYY, KKK, and ฯƒฯƒฯƒ:Y=3K(1โˆ’2ฯƒ)Y = 3K(1 – 2ฯƒ)Y=3K(1โˆ’2ฯƒ)

3๏ธโƒฃ Relation between KKK, ฮทฮทฮท, ฯƒฯƒฯƒ:K=2ฮท(1+ฯƒ)3(1โˆ’2ฯƒ)K = \frac{2ฮท(1+ฯƒ)}{3(1-2ฯƒ)}K=3(1โˆ’2ฯƒ)2ฮท(1+ฯƒ)โ€‹


Twisting Torque on a Cylinder or Wire

When a wire is twisted, a restoring torque is produced:ฯ„=ฯ€ฮทr4ฮธ2lฯ„ = \frac{ฯ€ ฮท r^4 ฮธ}{2l}ฯ„=2lฯ€ฮทr4ฮธโ€‹

Where:
ฮทฮทฮท = Shear modulus, rrr = Radius, lll = Length, ฮธฮธฮธ = Twist angle


Bending of Beams

When a beam with length LLL is loaded at its end, it bends. Tensile stress occurs on top layer and compressive on bottom.

External Bending Moment

M=YI1RM = Y I \frac{1}{R}M=YIR1โ€‹

where RRR is radius of curvature and III is the geometric moment of inertia.


Flexural Rigidity

Flexural Rigidity=YI\text{Flexural Rigidity} = YIFlexural Rigidity=YI

Higher value โ†’ more resistance to bending.


Cantilever Beams

TypeDeflection FormulaExample Use
Single Cantileverฮด=WL33YI\delta = \frac{W L^3}{3 Y I}ฮด=3YIWL3โ€‹Diving board
Double Cantileverฮด=WL312YI\delta = \frac{W L^3}{12 Y I}ฮด=12YIWL3โ€‹Railway bridges

2๏ธโƒฃ Fluid Motion

Kinematics of Moving Fluids

Flow of liquid involves velocity, pressure, and viscosity.
We use streamlines to show direction of flow.


Viscosity (ฮท)

Internal friction between layers of a fluid.

Newtonโ€™s Law of Viscosity:F=ฮทAdvdxF = ฮท A \frac{dv}{dx}F=ฮทAdxdvโ€‹

Unit: Poise, SI: Paยทs


Poiseuilleโ€™s Equation (Flow through Capillary Tube)

For laminar flow through a tube of radius rrr and length lll:V=ฯ€r4(P1โˆ’P2)8ฮทlV = \frac{\pi r^4 (P_1 – P_2)}{8ฮทl}V=8ฮทlฯ€r4(P1โ€‹โˆ’P2โ€‹)โ€‹

Where VVV = Volume of liquid flowing per second.

Corrections in Poiseuilleโ€™s Law

  • End correction for extra pressure near entry/exit
  • Effective length: l+2.4rl + 2.4rl+2.4r

Surface Tension (T)

Force acting along the surface of fluid causing it to minimize area.

Examples:

  • Liquid drops are spherical
  • Capillary rise in thin tubes

Formula:T=F2LT = \frac{F}{2L}T=2LFโ€‹


Gravity Waves & Ripples

TypeCauseWavelength
Gravity WavesDominated by gravityLarge (Sea waves)
RipplesDominated by surface tensionSmall (drops, puddles)

Summary Table

ConceptKey Formula / Meaning
Twisting torqueฯ„=ฯ€ฮทr4ฮธ2lฯ„ = \frac{ฯ€ ฮท r^4 ฮธ}{2l}ฯ„=2lฯ€ฮทr4ฮธโ€‹
Cantilever deflectionฮด=WL33YI\delta = \frac{W L^3}{3 Y I}ฮด=3YIWL3โ€‹
Poiseuilleโ€™s lawV=ฯ€r4(P1โˆ’P2)8ฮทlV = \frac{\pi r^4 (P_1 – P_2)}{8ฮทl}V=8ฮทlฯ€r4(P1โ€‹โˆ’P2โ€‹)โ€‹
Surface tensionT=F2LT = \frac{F}{2L}T=2LFโ€‹

๐Ÿ“Œ Applications in Real Life

โœ” Bridges, Buildings โ†’ Flexural rigidity
โœ” Capillary rise โ†’ Ink pens, soil water transport
โœ” Oil & blood flow โ†’ Viscosity
โœ” Torsion springs โ†’ Mechanical clocks

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