📝 Chapter Notes & Revision

Mechanical Properties of Solids

🏫 MP BoardClass 11Physics

📐 Formula & Cheat Sheet (English)

Class 11 Physics Revision Notes & Formula Sheet

Chapter: Mechanical Properties of Solids (ठोसों के यांत्रिक गुण)


1. Basic Concepts (मूल अवधारणाएं)

  • Deforming Force (विरूपक बल): An external force applied on a body which changes its shape or size or both.
  • Restoring Force (प्रत्यानयन बल): The internal equal and opposite force developed inside a deformed body to regain its original shape/size.
  • Elasticity (प्रत्यास्थता): The property of a material body by virtue of which it regains its original shape and size after the removal of the deforming force. (Example: Steel, Quartz)
  • Plasticity (सुघट्यता): The property of a body by virtue of which it does not regain its original shape and size after removal of deforming forces. (Example: Mud, Putty)

2. Stress (प्रतिबल)

The internal restoring force per unit cross-sectional area of a deformed body.

$$\text{Stress} = \frac{\text{Restoring Force}}{\text{Area}} = \frac{F}{A}$$

  • SI Unit: $\text{N/m}^2$ or Pascal ($\text{Pa}$)
  • Dimensional Formula: $[M^1 L^{-1} T^{-2}]$
  • Types of Stress:
    1. Longitudinal Stress (अनुदैर्घ्य प्रतिबल): Applied normal to the surface (Tensile or Compressive).
    2. Tangential / Shear Stress (अपरूपण प्रतिबल): Applied parallel to the surface.
    3. Hydraulic / Volumetric Stress (आयतन प्रतिबल): Applied uniformly from all sides by a fluid.

3. Strain (विकृति)

The ratio of change in dimension to the original dimension of the body.

$$\text{Strain} = \frac{\text{Change in Dimension}}{\text{Original Dimension}}$$

  • Unit & Dimension: It is a dimensionless and unitless quantity.
  • Types of Strain:
    1. Longitudinal Strain (अनुदैर्घ्य विकृति): $$\text{Longitudinal Strain} = \frac{\Delta L}{L}$$
    2. Shear Strain (अपरूपण विकृति): $$\theta = \frac{\Delta x}{L}$$
    3. Volume Strain (आयतन विकृति): $$ \text{Volume Strain} = \frac{\Delta V}{V}$$

4. Hooke's Law & Modulus of Elasticity (हुक का नियम)

Hooke's Law:

Within the elastic limit, stress is directly proportional to strain.

$$\text{Stress} \propto \text{Strain}$$ $$\text{Stress} = E \times \text{Strain}$$

Where $E$ is the Modulus of Elasticity (प्रत्यास्थता गुणांक) of the material.

  • Unit of $E$: $\text{N/m}^2$ or $\text{Pa}$

5. Types of Elastic Moduli (प्रत्यास्थता गुणांक के प्रकार)

1. Young's Modulus of Elasticity ($Y$) (यंग प्रत्यास्थता गुणांक)

Defined for solids (wires/rods) only. Ratio of longitudinal stress to longitudinal strain.

$$Y = \frac{\text{Longitudinal Stress}}{\text{Longitudinal Strain}} = \frac{F / A}{\Delta L / L}$$

  • Formula for a wire of radius $r$ suspended with mass $m$: $$Y = \frac{m \cdot g \cdot L}{\pi r^2 \cdot \Delta L}$$

2. Shear Modulus or Modulus of Rigidity ($\eta$) (दृढ़ता गुणांक)

Ratio of shear stress to shear strain. Defined for solids.

$$\eta = \frac{\text{Tangential Stress}}{\text{Shear Strain}} = \frac{F / A}{\theta} = \frac{F}{A \cdot \theta}$$

3. Bulk Modulus ($B$ or $K$) (आयतन प्रत्यास्थता गुणांक)

Ratio of hydraulic stress to volume strain. Defined for solids, liquids, and gases.

$$B = -\frac{\Delta P}{\Delta V / V} = -\frac{V \cdot \Delta P}{\Delta V}$$

(Negative sign indicates that volume decreases with an increase in pressure)

  • Compressibility (संपीड्यता, $k$): The reciprocal of Bulk Modulus. $$k = \frac{1}{B} = -\frac{\Delta V}{V \cdot \Delta P}$$

6. Stress-Strain Curve (प्रतिबल-विकृति वक्र)

Key points on the curve for a metallic wire:

  1. Proportional Limit (समानुपाती सीमा - Point A): Hooke's law is strictly valid ($\text{Stress} \propto \text{Strain}$).
  2. Elastic Limit / Yield Point (प्रत्यास्थ सीमा / पराभव बिंदु - Point B): The maximum stress up to which the body regains its original shape completely after removing the load.
  3. Ultimate Tensile Strength (चरम सामर्थ्य बिंदु - Point D): The maximum stress a material can withstand without breaking.
  4. Fracture / Breaking Point (त्रोटन बिंदु - Point E): The point at which the material breaks.
  • Ductile Materials (तन्य पदार्थ): Large plastic region between yield point and fracture point (e.g., Copper, Iron).
  • Brittle Materials (भंगुर पदार्थ): Fracture point lies very close to the elastic limit (e.g., Glass, Cast Iron).
  • Elastomers (प्रत्यास्थलक): Materials that can be stretched to large strains (e.g., Rubber, Tissue of aorta). They do not obey Hooke's law strictly.

7. Poisson's Ratio ($\sigma$) (पॉइसन अनुपात)

When a wire is stretched, its length increases while its diameter decreases.

$$\text{Lateral Strain (पाश्विक विकृति)} = -\frac{\Delta d}{d}$$ $$\text{Longitudinal Strain (अनुदैर्घ्य विकृति)} = \frac{\Delta L}{L}$$

$$\sigma = \frac{\text{Lateral Strain}}{\text{Longitudinal Strain}} = -\frac{\Delta d / d}{\Delta L / L}$$

  • Theoretical Limits: $-1 \le \sigma \le 0.5$
  • Practical Values: $0 \le \sigma \le 0.5$ (For most metals, $\sigma \approx 0.28 \text{ to } 0.33$)

8. Work Done in Stretching a Wire / Elastic Strain Energy

Energy stored in a stretched wire per unit volume:

  • Total Work Done (Potential Energy, $U$): $$U = \frac{1}{2} \times \text{Stretching Force} \times \text{Elongation}$$ $$U = \frac{1}{2} \cdot F \cdot \Delta L = \frac{1}{2} \frac{Y \cdot A \cdot (\Delta L)^2}{L}$$

  • Energy Density ($u$) [Energy per unit volume]: $$u = \frac{U}{\text{Volume}} = \frac{1}{2} \times \text{Stress} \times \text{Strain}$$ $$u = \frac{1}{2} \times Y \times (\text{Strain})^2$$


9. Thermal Stress (तापीय प्रतिबल)

When a rod clamped at both ends is heated or cooled:

  • Thermal Strain: $$\text{Strain} = \alpha \cdot \Delta T$$
  • Thermal Stress: $$\text{Stress} = Y \cdot \alpha \cdot \Delta T$$
  • Thermal Force exerted on supports: $$F = Y \cdot A \cdot \alpha \cdot \Delta T$$

(Where $\alpha$ = Coefficient of linear expansion, $\Delta T$ = Change in temperature)


10. Summary Formula Table for Quick Revision

QuantityFormulaSI Unit
Stress$\sigma = F / A$$\text{N/m}^2$ or $\text{Pa}$
Longitudinal Strain$\epsilon = \Delta L / L$Dimensionless
Young's Modulus$Y = \frac{F \cdot L}{A \cdot \Delta L}$$\text{N/m}^2$
Bulk Modulus$B = -\frac{\Delta P \cdot V}{\Delta V}$$\text{N/m}^2$
Compressibility$k = 1 / B$$\text{m}^2/\text{N}$ or $\text{Pa}^{-1}$
Shear Modulus$\eta = \frac{F}{A \cdot \theta}$$\text{N/m}^2$
Elastic Energy Density$u = \frac{1}{2} \times \text{Stress} \times \text{Strain}$$\text{J/m}^3$
Poisson's Ratio$\sigma = -\frac{\Delta d / d}{\Delta L / L}$Dimensionless

💡 MP Board Exam Important Tips:

  1. Steel vs. Rubber: Steel is more elastic than rubber because for a given strain, steel requires a greater force (Young's modulus of steel is higher than that of rubber: $Y_{\text{steel}} > Y_{\text{rubber}}$).
  2. Standard 2-mark derivations to practice:
    • Derive the formula for work done in stretching a wire: $U = \frac{1}{2} F \Delta L$.
    • Explain Stress-Strain graph with a labeled diagram.
  3. Be careful with units: Convert diameter to radius ($r = d/2$) and area $A = \pi r^2$ in numerical problems. Convert $\text{cm}$ or $\text{mm}$ to meters ($\text{m}$).