Mechanical Properties of Solids - JEE Mindmap PDF

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Summary

These are class notes on mechanical properties of solids, specifically elasticity, for JEE aspirants. The notes cover concepts like stress, strain, and their relationship, along with different types of stress like tensile stress, shear stress, and volumetric stress.

Full Transcript

# MIND MAP FOR JEE ASPIRANTS - Physics - Mechanical Properties Of Solids - Elasticity By - Saleem Ahmed Sir - **Physics** - Mechanical Prop. of solids - (Elasticity) ## Today's Targets 1. Elasticity 2. 3. 4. ## Elasticity - Prop. of body by virtue of which it tends to regain its...

# MIND MAP FOR JEE ASPIRANTS - Physics - Mechanical Properties Of Solids - Elasticity By - Saleem Ahmed Sir - **Physics** - Mechanical Prop. of solids - (Elasticity) ## Today's Targets 1. Elasticity 2. 3. 4. ## Elasticity - Prop. of body by virtue of which it tends to regain its original shape & size when applied forces are removed - **longitudinal stress:** $stress = \frac{F}{A}$ - **longitudinal strain:** $strain = \frac{\Delta l}{l}$ ## Stress - `Longitudinal stress = E = Y` - `Shear stress = η` - `Volumetric stress (B)` - `Bulk stress` - `Stress α strain` - `Stress = E strain` - `Strain = change in dim/original dim` ## Stress-Strain Relation - `E = Y = Stress/Strain = (F/A)/(\Delta l/l) = F l / A \Delta l ` - `Y = F l / A \Delta l` ## Elasticity - **Elastic stress:** - $Stress = \frac{internal restoring force}{area of cross section}$ - stress characterizes the strength of the forces causing the deformation, on a "force per unit area" basis. - Stress depends on direction of force as well as area of application, so it is a tensor. - Here we define three types of stress: 1. Tensile or compressive stress 2. Shear stress 3. Hydraulic/volumetric stress: ## Tensile stress - $Tensile stress = \frac{F_{perp}}{area of cross section}$ ## Shear stress - $Shear stress = \frac{F_{||}} {area}$ - (tangential stress) - $Shear strain = \theta = tan\theta$ - $Shear stress = \frac{F\cos\theta}{A}$ - $long shear = \frac{Fsin\theta}{A}$ - $Shear stress / Shear strain = \frac{F/A}{\theta} = \frac{F/A}{x/l}$ ## Volume stress - When stress is due to pressure exerted by a fluid on all sides of body, and the resulting deformation is a volume change. - We define bulk stress (or volume stress) as - $volume stress = \frac{F_{perp}}{area of cross section} = pressure in fluid$ - If $P = \frac{F}{A}$ - `F = Pds` - Then $ds = \frac{F}{P}$ - `Exam pressure` - $B = -\frac{\Delta P}{\frac{\Delta V}{V}}$ ## Bulk Modulus Of Elasticity - $Bulk Modulus Of Elasticity B = \frac{Vol's stress}{Vol's Strain}$ - $B = -\frac{\Delta P}{\frac{\Delta V}{V}} = -\frac{P}{\frac{\Delta V}{V}} = -\frac{dP}{\frac{dV}{V}}$ ## Applications of Elasticity - `Stress α strain` - `Stress = Y strain` - `\frac{mg}{A} = Y \frac{\Delta l}{l}` - `\Delta l = \frac{Fl}{AY} = \frac{mgl}{AY}` - $E = \frac{F}{A} = Y \frac {\Delta l}{l}$ - $E = \frac{F}{A} = Y \frac {\Delta l}{l}$ - `\frac{mg}{\pi\times (r)^2} = Y \frac{\Delta l_1}{l}` - `\frac{mg}{\pi\times(2r)^2} = 5Y \frac{\Delta l_2}{l}` - `(E.P.E) = \frac{1}{2} (stress)^2 \times Vol` - `\frac{1}{2} \times (\frac{mg}{\pi r^2})^2 \times \frac{A\times l}{Y}` ## Work done & Elastic Potential Energy - `F = Y \frac{\Delta l}{l}` - `\frac {m \times g}{A} = Y \frac{d3} {dx}` - `\int d3 = \frac{mg}{LAY} \int_{0}^{l} x dx` - `\Delta l = \sqrt{}` - `du = \frac{1}{2} (\frac{T\times A}{l})^2` - `du = \frac{1}{2} (\frac{m\times g}{l})^2 A \times \frac{1}{Y} dx` - `\int du = \frac{m^2 g^2 A}{2 L^2 A^2 Y} \int_{0}^{l} dx` - `(m \times l)` - `T = \frac{m \times X}{l} \times A = \frac{m \times X}{l} \times F = \frac{F}{l} \times X` - `\frac{FX}{LA} = Y \frac{d3}{dx}` - `\int d3 = \frac{F}{LAY} \int_{0}^{l} x dx` ## Spring Force - `K = \frac{YA}{l}` - `F = KX` - `F = \frac{YA}{l} \Delta l` ## Elastic potential energy - $U = \frac{Elastic P.E.}{Vol^{m}} = \frac{1}{2} \times (stress \times strain)$ - $U = \frac{1}{2} \times Y \times (strain)^2$ - $U = \frac{1}{2} \times (\frac{Stress}{Y})^2 \times Vol$ - $Stress = Y \times strain$ - $E.P.E = \frac{(Stress)^2}{2Y} \times Vol$ ## Stress-Strain graph - **Proportion Limit:** The limit in which Hooke's law is valid and stress is directly proportional to strain is called proportion limit. Stress ∞ Strain - **Elastic limit:** That maximum stress which on removing the deforming force makes the body to recover completely its original state. - **Breaking strength** - **Plastic region** - **Slope = tan0=Y** - **Shear Stress = Y strain** - **Strain** ## Bulk Modulus of Elasticity - Within elastic limit the ratio of the volume stress and the volume strain is called bulk modulus of elasticity. - `K or B = \frac{volume stress}{volume strain} = \frac{F/A}{\Delta V/V} = \frac{\Delta P}{- \Delta V/V}` - The minus sign indicates a decrease in volume with an increase in stress. - Unit of K: N m-² or pascal ## Illustration of Elasticity - `\frac{- \Delta d}{d} = \frac{- \Delta l}{l} = \frac{- \Delta d}{\theta Y l}` - `\theta = \frac{- \Delta d}{\Delta l \times l}` ## Thank You

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