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Mechanics
Mutual Relations between Elastic Constants
Elastic constants define the mechanical response of isotropic linear elastic materials under applied stress systems. The four primary constants—Young's modulus (Y), Bulk modulus (K), Modulus of rigidity (η), and Poisson's ratio (σ)—are mutually interdependent.
UP TGT ScienceUP PGT PhysicsStudy Notes + Practice
Scope and prerequisites
TGT core
Direct application of standard inter-relations among Y, K, η, and σ, numerical calculations of length and volume changes, and limits of Poisson's ratio.
PGT extension
Detailed tensor-based derivation of inter-relations, strain energy density in terms of elastic constants, and behavior of anisotropic systems.
Prerequisites
Hooke's Law in 1D and 3D
Definitions of Longitudinal and Shearing Stresses/Strains
Poisson's Ratio concept
Fundamental Elastic Constants
Young's modulus (Y) is the ratio of longitudinal stress to longitudinal strain within the elastic limit.
Bulk modulus (K) measures the resistance of a material to uniform compression, defined as normal stress to volume strain.
Modulus of rigidity (η) or shear modulus relates tangential stress to shear strain.
Poisson's Ratio (σ)
Poisson's ratio is the negative ratio of lateral strain to longitudinal strain under uniaxial tension.
Dimensionless quantity characteristic of the lateral contraction of a stretched rod.
Thermodynamically, for isotropic materials, σ must lie between -1.0 and +0.5.
Independence of Elastic Constants
For an isotropic solid, only two elastic constants are independent; knowing any two allows determination of the remaining two.
Cross-coupling coefficients link axial loads to transverse deformations via Poisson's ratio.
Dimensional homogeneity requires all elastic moduli to possess the dimensions of pressure [M L&sup{-1} T&sup{-2}].
Limiting Values of Elastic Constants
Theoretical limits for Poisson's ratio are -1 ≤ σ ≤ 0.5 based on non-negative strain energy.
Incompressible materials (like liquids or rubber-like solids) have a Bulk modulus approaching infinity and $\sigma = 0.5$.
Materials with $\sigma = 0 exhibit zero lateral contraction under longitudinal stretch (e$.g., cork).
Derivations
Relation between Y, K, and σ
Conditions: Isotropic material subjected to hydrostatic pressure / uniform triaxial tensile stress
Consider a cube of side 'l' subjected to equal tensile stresses P along the three mutually perpendicular X, Y, and Z axes.
The strain along the X-axis due to stress P along the X-axis is P/Y.
The lateral strains along the X-axis due to stresses P along the Y and Z axes are both -σ(P/Y).
The total net longitudinal strain along the X-axis is $\epsilon = (P/Y) - \sigma(P/Y) - \sigma(P/Y) = (P/Y)(1 - 2\sigma)$.
The volumetric strain ΔV/$V = 3\epsilon = 3(P/Y)(1 - 2\sigma)$.
Bulk modulus $K = P / (\DeltaV/V) = P / [3(P/Y)(1 - 2\sigma)] = Y / [3(1 - 2\sigma)]$.
Result: $Y = 3K(1 - 2\sigma)$
Relation between Y, η, and σ
Conditions: Isotropic material subjected to pure shear strain
A shearing stress producing an angle θ can be resolved into principal tensile and compressive stresses of magnitude P at right angles.
The tensile stress creates an extension strain of P/Y along one diagonal and a lateral compression strain of σ(P/Y) along the other diagonal.
The total change in length of the diagonal under combined action is proportional to (1 + σ)P/Y.
Equating this strain to half the shear strain θ/2 where $\theta = P/\eta yields the relation between shear modulus$ and Young's modulus.
Simplifying the geometric deformation yields $Y = 2\eta(1 + \sigma)$.
Result: $Y = 2\eta(1 + \sigma)$
Formula sheet
Formula / law
Equation
Variables and units
Conditions
Young's Modulus in terms of K and σ
$$Y = 3K(1 - 2sigma)$$
Y = Young's modulus, K = Bulk modulus, sigma = Poisson's ratio N/m^2
Isotropic linear elastic material
Young's Modulus in terms of η and σ
$$Y = 2eta(1 + \sigma)$$
Y = Young's modulus, eta = Modulus of rigidity, sigma = Poisson's ratio N/m^2
Isotropic linear elastic material
Relation between Y, K, and η
$$Y = \frac{9Keta}{3K + \eta}$$
Y = Young's modulus, K = Bulk modulus, eta = Modulus of rigidity N/m^2
Elimination of sigma from standard equations
Poisson's Ratio in terms of K and η
$$\sigma = \frac{3K - 2eta}{6K + 2eta}$$
K = Bulk modulus, eta = Modulus of rigidity, sigma = Poisson's ratio Dimensionless
Isotropic medium
Bulk Modulus in terms of Y and σ
$$K = \frac{Y}{3(1 - 2sigma)}$$
K = Bulk modulus, Y = Young's modulus, sigma = Poisson's ratio N/m^2
Isotropic medium
Modulus of Rigidity in terms of Y and σ
$$\eta = \frac{Y}{2(1 + \sigma)}$$
eta = Modulus of rigidity, Y = Young's modulus, sigma = Poisson's ratio N/m^2
It involves simultaneous compressive stresses along all three mutually perpendicular axes.
Quick revision
$Y = 3K(1 - 2\sigma) = 2\eta(1 + \sigma)$
Poisson's ratio limits: -1 ≤ σ ≤ 0.5
For incompressible media, $\sigma = 0.5$ and $K = \infty $
Only two elastic constants are independent for isotropic solids
Must remember
For an isotropic linear elastic solid, only two elastic constants are independent out of Y, K, eta, and sigma.
The theoretical limits for Poisson's ratio (sigma) in isotropic materials are $-1 le \sigma le 0.5$.
For an incompressible material like rubber or ideal liquid, Bulk modulus $K \to \infty$ and Poisson's ratio $\sigma = 0.5$.
The primary relation connecting Young's modulus, Bulk modulus, and Modulus of rigidity is $Y = \frac{9Keta}{3K + \eta}$.
All elastic moduli possess the identical physical dimensions of pressure, which is $[M L^{-1} T^{-2}]$.
Glossary
Young's Modulus ($Y$)The ratio of longitudinal stress to longitudinal strain within the elastic limit.
Bulk Modulus ($K$)The ratio of normal stress to volume strain, measuring resistance to uniform compression.
Modulus of Rigidity ($eta$)The ratio of tangential stress to shear strain (also known as shear modulus).
Poisson's Ratio ($sigma$)The negative ratio of lateral strain to longitudinal strain under uniaxial tension.
Compressibility ($C$)The reciprocal of the Bulk modulus ($C = 1/K$).
Comparison of Elastic Constants
Constant
Symbol
Defining Ratio
Young's Modulus
Y
Longitudinal Stress / Longitudinal Strain
Bulk Modulus
K
Normal Stress / Volume Strain
Modulus of Rigidity
eta
Tangential Stress / Shear Strain
Poisson's Ratio
sigma
- (Lateral Strain / Longitudinal Strain)
Practice Quiz
Choose an option to reveal the explanation.
1. What are the dimensions of all standard elastic moduli such as $Y$, $K$, and $\eta$?
Explanation: Since moduli are defined as stress (force per unit area) divided by strain (dimensionless), their dimensions are identical to those of pressure or stress, i.e., $[M L^{-1} T^{-2}]$-.
2. How many independent elastic constants exist for an isotropic solid?
Explanation: For an isotropic linear elastic solid, only two elastic constants are independent. Knowing any two allows all others to be determined.
3. What is the theoretical lower limit of Poisson's ratio ($\sigma$) for isotropic materials based on thermodynamic stability?
Explanation: Thermodynamic requirements of non-negative strain energy restrict Poisson's ratio for isotropic materials to the range $-1 le \sigma le 0.5$.
4. For an incompressible material like rubber, what is the value of Poisson's ratio ($\sigma$)?
Explanation: For incompressible materials, volume change is zero, leading to $\sigma = 0.5$ and a Bulk modulus approaching infinity.
5. Which of the following expressions correctly relates $Y$, $K$, and $\eta$?
Explanation: By eliminating Poisson's ratio ($\sigma$) from the standard relations $Y = 3K(1 - 2sigma)$ and $Y = 2eta(1 + \sigma)$, we obtain $Y = \frac{9Keta}{3K + \eta}$.
6. If a material has a Poisson's ratio $\sigma = 0$, what does it signify regarding lateral contraction?
Explanation: Poisson's ratio is the negative ratio of lateral to longitudinal strain. If $\sigma = 0$, lateral strain is zero (e.g., cork).
7. Which relation gives the Bulk modulus ($K$) in terms of Young's modulus ($Y$) and Poisson's ratio ($\sigma$)?
Explanation: From the formula $Y = 3K(1 - 2sigma)$, rearranging for $K$ gives $K = \frac{Y}{3(1 - 2sigma)}$.
8. What is the relationship between the Bulk modulus ($K$) and isothermal compressibility ($C$)?
Explanation: Compressibility ($C$) is defined as the reciprocal of the Bulk modulus ($K$), meaning $K = \frac{1}{C}$.
9. Which constant relates tangential stress to shear strain?
Explanation: Modulus of rigidity ($\eta$), also known as shear modulus, is defined by the ratio of tangential stress to shear strain.
10. What is the formula for Modulus of Rigidity ($\eta$) in terms of $Y$ and $\sigma$?
Explanation: Starting from $Y = 2eta(1 + \sigma)$, we isolate $\eta$ to get $\eta = \frac{Y}{2(1 + \sigma)}$.
11. If $K$ and $\eta$ are given, how is Poisson's ratio ($\sigma$) expressed?
Explanation: Equating the two expressions for Young's modulus containing $\sigma$ yields the formula $\sigma = \frac{3K - 2eta}{6K + 2eta}$.
12. Which of the following statements about Poisson's ratio is FALSE?
Explanation: For stable isotropic solids, Poisson's ratio cannot exceed $+0.5$ due to thermodynamic limits on strain energy.
13. In the context of 3D Hooke's law, what does the principal strain component $\epsilon_x$ account for?
Explanation: The 3D strain equation is $\epsilon_x = \frac{1}{Y} [ \sigma_x - \sigma(\sigma_y + \sigma_z) ]$, capturing both direct axial loading and transverse cross-coupling.
14. What happens to the Bulk modulus ($K$) of an ideally incompressible liquid?
Explanation: Since an incompressible fluid undergoes zero volume strain under pressure, its Bulk modulus $K = \frac{\text{Stress}}{\text{Volume Strain}}$ approaches infinity.
15. Why are only two elastic constants independent in isotropic media?
Explanation: Energy conservation and isotropic symmetry reduce the independent components of the fourth-order stiffness tensor to only two.
PYQ Patterns
These are pattern-based practice questions. Authentic year labels are only used when verified from a source.
1. If the Poisson's ratio of a material is $0.25$, what is the ratio of Young's modulus ($Y$) to its Modulus of Rigidity ($\eta$)?
Attempt these questions under a ten-minute limit using a separate timer.
1. What is the Poisson's ratio of an ideal incompressible material?
Explanation: Incompressible materials experience no volume change under stress, which analytically corresponds to $\sigma = 0.5$.
2. Which of the following represents the correct formula for Young's modulus in terms of $K$ and $\sigma$?
Explanation: Young's modulus is related to Bulk modulus and Poisson's ratio via $Y = 3K(1 - 2sigma)$.
3. If Poisson's ratio $\sigma = 0.5$, what can be inferred about the Bulk modulus ($K$)?
Explanation: From $K = \frac{Y}{3(1 - 2sigma)}$, setting $\sigma = 0.5$ results in a denominator of zero, pushing Bulk modulus to infinity.
4. What is the upper limit of Poisson's ratio for stable isotropic elastic materials?
Explanation: The upper bound for Poisson's ratio in isotropic solids is $0.5$, corresponding to zero volume change (incompressibility).
5. How many independent elastic constants does a completely anisotropic (general triclinic) crystal have?
Explanation: A general anisotropic triclinic crystal has 21 independent elastic stiffness constants in its constitutive matrix.
6. If $\eta$ is the modulus of rigidity and $Y$ is Young's modulus, what is the maximum possible value of the ratio $Y/\eta$ for an isotropic material?
Explanation: Using $Y = 2eta(1 + \sigma)$, since $\sigma$ ranges from $-1$ to $0.5$, the maximum value of $1 + \sigma$ is $1.5$, giving $Y/\eta = 2(1.5) = 3.0$.
7. Which constant directly measures resistance to uniform hydrostatic compression?
Explanation: Bulk modulus ($K$) is defined as normal stress divided by volume strain, representing resistance to uniform compression.
8. What is the physical significance of a negative Poisson's ratio?
Explanation: Materials with negative Poisson's ratio (auxetics) widen laterally when stretched longitudinally, which is physically valid down to $\sigma = -1.0$.
9. In terms of elastic constants, what is the expression for compressibility $C$?
Explanation: Since $K = \frac{Y}{3(1 - 2sigma)}$ and $C = \frac{1}{K}$, compressibility is $C = \frac{3(1 - 2sigma)}{Y}$.
10. Which of the following equations correctly represents Hooke's law for the shear component $\tau_{xy}$ in terms of shear strain $\gamma_{xy}$ and rigidity $\eta$?
Explanation: By definition of shear modulus (modulus of rigidity), shear stress is proportional to shear strain with constant $\eta$, i.e., $\tau_{xy} = \eta \gamma_{xy}$ (using engineering shear strain convention).