Mechanical Properties of Solids Mind Map
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Visual Mind Map & Concept Tree (English)
Structured concept hierarchy, subtopic relationships, and exam revision tree.
Mechanical Properties of Solids
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Fundamental Concepts
- Deforming Force: External force changing shape or size
- Restoring Force: Internal force opposing deformation
- Elasticity: Property to regain original shape after force removal
- Example: Steel (more elastic than rubber)
- Plasticity: Inability to regain original shape (permanent deformation)
- Example: Putty, Clay
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Stress ($\sigma$)
- Definition: Restoring Force per unit Area ($F/A$)
- SI Unit: $N/m^2$ or Pascal ($Pa$)
- Dimensional Formula: $[M L^{-1} T^{-2}]$
- Types of Stress
- Longitudinal Stress: Force perpendicular to cross-sectional area
- Tensile Stress: Increases length
- Compressive Stress: Decreases length
- Tangential / Shearing Stress: Force parallel to surface area
- Hydraulic / Volumetric Stress: Uniform liquid pressure acting normally from all sides
- Longitudinal Stress: Force perpendicular to cross-sectional area
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Strain ($\epsilon$)
- Definition: Change in dimension / Original dimension
- Nature: Dimensionless quantity (No units)
- Types of Strain
- Longitudinal Strain: $\Delta L / L$
- Shearing Strain: Angular displacement $\theta$ (in radians)
- Volume Strain: $\Delta V / V$
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Hooke's Law & Stress-Strain Curve
- Hooke's Law: Within elastic limit, $\text{Stress} \propto \text{Strain}$
- Stress-Strain Curve Regions
- Proportional Limit: Hooke's law strictly holds
- Elastic Limit / Yield Point: Max stress with zero permanent set
- Permanent Set: Strain remaining after removing stress
- Ultimate Tensile Strength: Maximum stress material can withstand
- Fracture Point: Point where wire breaks
- Material Classification
- Ductile Materials: Large plastic region (e.g., Copper, Iron)
- Brittle Materials: Breaks immediately after elastic limit (e.g., Glass, Cast Iron)
- Elastomers: Large strain for small stress, no Hooke's law region (e.g., Rubber, Aorta)
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Moduli of Elasticity
- Young's Modulus ($Y$)
- Formula: $Y = \frac{\text{Longitudinal Stress}}{\text{Longitudinal Strain}} = \frac{F \cdot L}{A \cdot \Delta L}$
- Applies to: Solids only
- Shear Modulus / Modulus of Rigidity ($G$ or $\eta$)
- Formula: $G = \frac{\text{Shearing Stress}}{\text{Shearing Strain}} = \frac{F}{A \cdot \theta}$
- Applies to: Solids only
- Bulk Modulus ($B$)
- Formula: $B = -\frac{\text{Hydraulic Stress}}{\text{Volume Strain}} = -\frac{P \cdot V}{\Delta V}$
- Applies to: Solids, Liquids, and Gases
- Compressibility ($K$): Reciprocal of Bulk Modulus ($K = 1/B$)
- Young's Modulus ($Y$)
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Poisson's Ratio ($\sigma$ or $\nu$)
- Definition: Ratio of Lateral Strain to Longitudinal Strain
- Formula: $\sigma = -\frac{\Delta d / d}{\Delta L / L}$
- Values:
- Theoretical Range: $-1$ to $0.5$
- Practical Range: $0$ to $0.5$
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Elastic Potential Energy in a Stretched Wire
- Definition: Work done against internal restoring forces
- Total Energy ($U$): $U = \frac{1}{2} \times \text{Load} \times \text{Extension} = \frac{1}{2} F \Delta L$
- Energy Density ($u$): Energy per unit volume
- Formula: $u = \frac{1}{2} \times \text{Stress} \times \text{Strain} = \frac{1}{2} Y (\text{Strain})^2$
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Practical Applications
- Metallic Ropes in Cranes: Made of braided thin wires to increase flexibility and load strength
- I-Shaped Beams: Minimizes bending ($\delta = \frac{W L^3}{4 Y b d^3}$) and prevents buckling
- Maximum Height of Mountains: Limited to $\approx 10\text{ km}$ due to elastic limit of rocks