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Independent topic page

Properties of Matter

Tag the stem as surface/capillary, viscous drag, or Hookean elasticity in 15 seconds; one energy or force relation plus a unit check closes it.

Portion Fluids & WavesFocus Compact formula bank—surface, viscosity (no Poiseuille) and elastic moduliTarget 60–90sPortion share 2.1%Trend Stable
This topic is three toolkits sharing one name. Advanced distractors swap excess pressure formulas between drops and bubbles, or confuse Young’s, shear and bulk moduli. Keep surface energy, viscous force and stress–strain in separate mental drawers. Matter template: elasticity vs surface vs viscosity → pick the defining equation → count surfaces / strain type → energy factor ½ when storing elastic energy.

How Advanced asks this

  • Work to blow a bubble / increase drop surface; excess pressure comparisons
  • Capillary rise/fall, angle of contact, two capillaries or liquid between plates
  • Viscous force, velocity gradient, Stokes terminal (linked to fluids) without Poiseuille
  • Wire stretch, shear of a block, bulk compression; Y, η, B and Poisson links
  • Statement sets on Hooke’s law limits, elastic energy, or which modulus applies
  • Integer/numerical on force along a film of length L or energy of n bubbles coalescing

Traps that leak marks

  • Using 2γ/R for a soap bubble
  • Forgetting cosθ or sign in capillary rise
  • Inserting Poiseuille for any viscosity stem
  • Using Young’s modulus for pure shear or bulk compression
  • Omitting ½ in elastic energy
  • Taking film length as diameter instead of total length in contact
  • Using 2γ/R for a soap bubble
  • Omitting ½ in elastic energy
  • Forcing Poiseuille onto any viscosity mention

01. Surface tension γ is force per unit length and also surface energy per unit area. Excess pressure inside a curved interface is set by geometry: 2γ/R for a liquid drop, 4γ/R for a soap bubble (two surfaces).

02. Angle of contact and capillary rise h=2γcosθ/(ρgr) encode wetting; meniscus shape follows whether the liquid wets the wall.

03. Viscosity η defines shear stress τ=η(dv/dx). Stokes drag on a sphere is in syllabus; laminar pipe Poiseuille flow is excluded—do not invent ΔP=8ηLQ/(πr⁴) on exam day.

04. Elasticity: stress/strain defines Young’s Y, rigidity η_mod (shear), and bulk B=−ΔP/(ΔV/V). Hooke’s law is the linear small-strain regime; energy density is ½×stress×strain.

05. Elasticity: match the modulus to the deformation—Y for longitudinal, η for shear, B for volume. Hooke is small-strain only; energy density is ½×stress×strain, not stress×strain.

06. Surface tension γ is force per length and energy per area. Excess pressure: 2γ/R for a drop, 4γ/R for a soap bubble (two surfaces). Capillary rise needs cosθ and tube radius.

07. Viscosity here is τ=η dv/dx or Stokes—pipe Poiseuille is outside the usual stem set unless explicitly built from first principles.

Official · 2026

Syllabus for this topic

Official syllabus points for Properties of Matter only — not the full Fluids & Waves portion map. Portion hub: Fluids & Waves · Fluid/Properties of Matter analysis.

Syllabus on this page is topic-scoped: Properties of Matter. The parent portion (Fluid/Properties of Matter) also covers other topics — use the portion hub for the full map.

Must cover (this topic)

  • Surface tension / capillary
  • Young / rigidity / bulk modulus ideas

Gaps / watch-outs

No topic-specific exclusions flagged — finish the unit points below for Matter props.

Source: https://jeeadv.ac.in/documents/jee-advanced-2026-syllabus.pdf

Unit 01

Properties of Matter

medium

Exam focusStress–strain, moduli, surface tension, and capillarity.

Syllabus points

  • Surface energy/tension; angle of contact; drops/bubbles; capillary rise
  • Viscosity (Poiseuille excluded); modulus of rigidity and bulk modulus

Full Physics syllabus →

Cross-topic stems

Mixed joins for this topic

Advanced rarely asks a chapter in isolation. These are tagged multi-idea Physics stems that touch Properties of Matter — practise the knowledge bridge, not only the single-chapter drill.

No tagged mixed stem matched this topic’s keywords yet. Still revise the joins listed under Trends, and scan the mixed joins board for Mechanics / EM / Optics bridges.

All mixed joins →

Why methods matter

Common methods that change your score

Stress–strain definitions and constraint expansions unify elasticity numericals.

01

Surface-count stamp

Kills the classic 2γ/R vs 4γ/R trap instantly.

Do thisBefore ΔP or work, write one surface (drop) or two (soap film/bubble).

Why it works

Kills the classic 2γ/R vs 4γ/R trap instantly.

See it once

Work to form soap bubble of radius R: two surfaces ⇒ W=8πR²γ (from 0 radius idealisation) or use ΔU=γΔA with ΔA=8πR².

02

Capillary force–weight balance

Derives h without memorising sign errors; θ>90° gives depression.

Do thisVertical component 2πr γ cosθ = weight of raised column ρ(πr²h)g.

Why it works

Derives h without memorising sign errors; θ>90° gives depression.

See it once

If cosθ<0, h is negative—liquid is depressed, not raised.

03

Deformation-type → modulus

Prevents plugging shear data into Young’s formula.

Do thisMatch change in length → Y, angle/shape → rigidity, volume → B.

Why it works

Prevents plugging shear data into Young’s formula.

See it once

Cube sheared by small angle φ: stress=η φ with φ≈Δx/L.

04

Energy-density route

Matches Hookean linearity and catches factor-½ omissions.

Do thisFor stretch work, prefer U=½×stress×strain×volume over inventing average forces.

Why it works

Matches Hookean linearity and catches factor-½ omissions.

See it once

Wire: U=½ (F/A)(ΔL/L)(AL)=½ F ΔL.

Processed examples

Sample questions · full working

Read the impact line first. Then notice which family/model was chosen. The solution is written the way your rough sheet should look in the hall.

01

bankFamily · Young’s modulus and stress–strain

Sample question

A wire of length 1 m and area 1 mm² stretches 1 mm under 100 N. Find Y.

This stem rewards early recognition of the young’s modulus and stress–strain model.

Model chosenY=(F/A)/(ΔL/L).

Processed solution

  1. Stress=10⁸ Pa; strain=10⁻³.
  2. Y=10¹¹ Pa.

Answer10¹¹ Pa

Takeaway: Convert area to m² before dividing.

02

standardFamily · Bulk and shear modulus

Sample question

A liquid’s volume decreases by 0.1% under an extra pressure of 10⁶ Pa. Find the bulk modulus.

This stem rewards early recognition of the bulk and shear modulus model.

Model chosenB=ΔP/(−ΔV/V).

Processed solution

  1. −ΔV/V=0.001.
  2. B=10⁶/0.001=10⁹ Pa.

Answer10⁹ Pa

Takeaway: Bulk modulus uses fractional volume change.

03

twistFamily · Young’s modulus and stress–strain

Sample question

A steel wire (Y=2×10¹¹ Pa) of length 2.0 m and area 1.0 mm² hangs vertically. A 5.0 kg mass is attached gently. Find the elastic energy stored.

This Advanced-level variation couples hidden constraints with the young’s modulus and stress–strain model.

Model chosenU=½FΔL with ΔL=FL/(AY).

Processed solution

  1. F=mg=49 N.
  2. ΔL=FL/(AY)=49×2/(10⁻⁶×2×10¹¹)=4.9×10⁻⁴ m.
  3. U=½×49×4.9×10⁻⁴≈1.2×10⁻² J.

Answer1.2×10⁻² J

Takeaway: Gradual loading stores ½FΔL, not FΔL.

Reusable models

Common question families

Advanced stems cluster. Name the family in 10–15s, write the fast model, then run the same path. Do not invent a new plan each time.

01

Young’s modulus and stress–strain

Looks likeWire elongation, Y from load–extension

Fast modelY = (F/A)/(ΔL/L); energy = ½×stress×strain×volume.

Same solve path

  1. Write stress and strain.
  2. Apply Y definition.
  3. Include series/parallel wires if composite.
  4. Compute elastic energy if asked.

Rough skeleton

  • stress/strain
  • Y
  • ΔL/U

Why faster

Recognition fixes the model before arithmetic begins.

Refuse this

Do not start blind expansion or casework before identifying the governing model.

02

Bulk and shear modulus

Looks likeVolume compression or angle of shear

Fast modelB = −ΔP/(ΔV/V); η = shear stress / shear strain.

Same solve path

  1. Identify which modulus applies.
  2. Write the defining ratio.
  3. Solve for ΔV, θ, or force.
  4. Keep bulk sign convention clear.

Rough skeleton

  • modulus
  • definition
  • result

Why faster

Recognition fixes the model before arithmetic begins.

Refuse this

Do not start blind expansion or casework before identifying the governing model.

03

Elastic potential energy

Looks likeWork to stretch a wire or spring-like rod

Fast modelU = ½ × stress × strain × volume = ½ F ΔL.

Same solve path

  1. Compute stress and strain or F and ΔL.
  2. Apply the ½ factor for gradual loading.
  3. Sum energies for series/parallel elements.
  4. Equate to lost gravitational/KE if mixed.

Rough skeleton

  • F,ΔL
  • ½ factor
  • U

Why faster

Recognition fixes the model before arithmetic begins.

Refuse this

Do not start blind expansion or casework before identifying the governing model.

04

Composite / thermal–elastic couple

Looks likeBimetallic or rod with mismatch under load/temperature

Fast modelMechanical ΔL plus thermal ΔL must match constraints.

Same solve path

  1. Write free thermal expansions.
  2. Add elastic extensions from internal forces.
  3. Enforce total length constraint.
  4. Solve force and net ΔL.

Rough skeleton

  • thermal ΔL
  • elastic ΔL
  • constraint

Why faster

Recognition fixes the model before arithmetic begins.

Refuse this

Do not start blind expansion or casework before identifying the governing model.

Hall timing

60–90s process

  1. 0–15s
    Classify: surface/excess pressure/capillary, viscosity/Stokes, or elastic modulus (Y / shear / bulk).

    Underline given/asked quantities, free/closed surface labels, idealisations and the exact target. Reject any formula whose assumptions are already violated.

  2. 15–35s
    Write γ definitions, ΔP=2γ/R or 4γ/R, h=2γcosθ/(ρgr), τ=η dv/dx, or stress=modulus×strain.

    Write the governing relation symbolically before substitution; define a control volume, free body, reference level, or thermodynamic path if the stem mixes regimes.

  3. 35–75s
    Count surfaces carefully; use consistent SI for γ, η and moduli; integrate force×distance only for work against tension.

    Keep ratios and differentials exact as long as possible. Carry signs, gauge/absolute pressures, degrees of freedom and units on the rough sheet instead of repairing them later.

  4. 75–90s
    Check drop vs bubble factor, cosθ sign for rise/fall, and that the correct modulus matches the deformation type.

    Check dimensions, limiting cases and physical sense. For multi-correct, test every option independently rather than forcing one common conclusion.

After the model is locked

Quick formula bank

Surface tension

γ=F/L; also γ=surface energy/area

Force on film or energy to create surface

Excess pressure

ΔP=2γ/R (drop/air bubble in liquid); ΔP=4γ/R (soap bubble)

Curved interface pressure jump

Capillary rise

h=2γcosθ/(ρ g r)

Narrow tube; θ=angle of contact

Viscous shear

τ=η (dv/dx); F=ηA(dv/dx)

Laminar layers; definition of η

Stokes drag

F=6πηrv

Small sphere, low Re (no Poiseuille)

Young’s modulus

Y=(F/A)/(ΔL/L)

Longitudinal stretch/compression

Rigidity / bulk

η=(F/A)/θ; B=−ΔP/(ΔV/V)

Shear angle θ; volume compression

Elastic energy

U=½ F ΔL=½ (stress)(strain)(volume)

Hookean stored energy

Mental bank

  • γ: force/length = energy/area
  • Drop ΔP=2γ/R; soap ΔP=4γ/R
  • h=2γcosθ/(ρgr); θ>90° ⇒ depression
  • τ=η dv/dx
  • Stokes F=6πηrv (Poiseuille off-syllabus here)
  • Y longitudinal; η shear; B volume
  • Hooke: stress∝strain (small strain)
  • U=½ stress×strain×volume
  • Correct modulus for the strain type
  • U=½ stress×strain×volume
  • Drop ΔP=2γ/R; soap ΔP=4γ/R
  • h=2γ cosθ/(ρ g r)

Make it automatic

Practice · checklist

Daily

  • Two excess-pressure/capillary numericals and one Y or shear calculation.
  • One surface-energy work problem and one viscosity definition/Stokes force.

Weekly

  • Mixed statement set on moduli + surface + viscosity exclusions.
  • Derive capillary rise and one elastic-energy expression from definitions without notes.

100% checklist

  • Surface count correct for ΔP and work
  • Capillary formula includes cosθ and tube radius
  • Viscosity treated via τ=η dv/dx or Stokes only
  • Correct modulus for deformation type
  • Hookean assumption checked
  • Elastic energy includes ½
  • SI units for γ, η, Y, B
  • Poiseuille not used
  • Deformation type → modulus matched
  • Surface count correct for ΔP and work
  • Capillary formula includes cosθ and radius