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NCERT Exemplar · Q12

Q.For an ideal liquid (Note: more than one of the given options may be correct.)

(a) the bulk modulus is infinite.
(b) the bulk modulus is zero.
(c) the shear modulus is infinite.
(d) the shear modulus is zero.
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An ideal liquid is perfectly incompressible (resists volume change infinitely) but flows freely under shear (offers zero resistance to shape change). Bulk modulus is infinite, shear modulus is zero.

The question tests your understanding of how elastic moduli capture a material's response to different kinds of stress. Let's think about what defines an ideal liquid and how that translates into the language of moduli.

The concept: Bulk vs. Shear modulus

Bulk modulus KK measures resistance to volume change under uniform pressure:

K=−ΔPΔV/VK = -\frac{\Delta P}{\Delta V / V}

A large KK means the material is hard to compress; K→∞K \to \infty means incompressible.

Shear modulus GG measures resistance to shape change under tangential stress:

G=shear stressshear strainG = \frac{\text{shear stress}}{\text{shear strain}}

A large GG means the material is rigid against shearing; G=0G = 0 means it flows freely.

An ideal liquid has two defining properties:

  • It is incompressible: you cannot change its volume no matter how much pressure you apply.
  • It flows: it offers no resistance to shear; apply any tangential force and it deforms continuously.

Now let's translate these physical properties into the moduli.


Step-by-step analysis

  1. Incompressibility and bulk modulus An ideal liquid cannot be compressed. When you try to reduce its volume by applying pressure, ΔV=0\Delta V = 0 no matter how large ΔP\Delta P is. Looking at the definition:

K=−ΔPΔV/VK = -\frac{\Delta P}{\Delta V / V}

As ΔV→0\Delta V \to 0 for finite ΔP\Delta P, the denominator vanishes and K→∞K \to \infty. The bulk modulus of an ideal liquid is infinite.

  1. Fluidity and shear modulus

    An ideal liquid flows under the slightest shear stress. It cannot sustain any tangential force without continuous deformation. In other words, for any finite shear strain, the shear stress required is zero (or equivalently, any finite stress produces infinite strain). From the definition:

    G=shear stressshear strainG = \frac{\text{shear stress}}{\text{shear strain}} …

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