Young's modulus

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This article is about a physical property. For the computer game, see Young's Modulus (game).

In solid mechanics, Young's modulus (E) is a measure of the stiffness of a material. It is also known as the Young modulus, modulus of elasticity, elastic modulus (though the Young's modulus is actually one of several elastic moduli such as the bulk modulus and the shear modulus) or tensile modulus. It is defined as the ratio of stress over strain in the region in which Hooke's Law is obeyed for the material.[1] This can be experimentally determined from the slope of a stress-strain curve created during tensile tests conducted on a sample of the material.

Young's modulus is named after Thomas Young, the 18th century British scientist. However, the concept was developed in 1727 by Leonhard Euler, and the first experiments that used the concept of Young's modulus in its current form were performed by the Italian scientist Giordano Riccati in 1782 — predating Young's work by 25 years.[2]

Contents

[edit] Units

Young's modulus is the ratio of stress, which has units of pressure, to strain, which is dimensionless; therefore Young's modulus itself has units of pressure.

The SI unit of modulus of elasticity (E, or less commonly Y) is the pascal; the practical units are megapascals (MPa) or gigapascals (GPa or kN/mm²). In United States customary units, it is expressed as pounds (force) per square inch (psi).

[edit] Usage

The Young's modulus allows the behavior of a material under load to be calculated. For instance, it can be used to predict the amount a wire will extend under tension or buckle under compression. Some calculations also require the use of other material properties, such as the shear modulus, density, or Poisson's ratio.

[edit] Linear vs non-linear

For many materials, Young's modulus is essentially constant over a range of strains. Such materials are called linear, and are said to obey Hooke's law. Examples of linear materials include steel, carbon fiber, and glass. Rubber and soils (except at very small strains) are non-linear materials.

[edit] Directional materials

Most metals and ceramics, along with many other materials, are isotropic: their mechanical properties are the same in all directions. However metals and ceramics can be treated with certain impurities to give them a “grain”. The grain of these, and other composites of two or more ingredients, is a mechanical structure of various orientations and sizes, which makes the material anisotropic. This means that Young's modulus will change depending on which direction the force is applied from. As a result, these anisotropic materials have different mechanical properties when load is applied in different directions. For example, carbon fiber is much stiffer (higher Young's modulus) when loaded parallel to the fibers (along the grain), and is an example of a material with transverse isotropy. Other such materials include wood and reinforced concrete. Engineers can use this directional phenomenon to their advantage in creating various structures in our environment.

Copper as an excellent electrical conductor is used to transmit electricity over long distance cables, however although copper has a relatively high value for Young's modulus at 130 GPa, it has a very low value for yield strength, and thus easily deforms in tension. When the copper cable is co-wound with hardened steel wire the stretching can largely be prevented, as the steel (with a higher value of Young's modulus in tension and much higher yield strength) takes up the tension that the copper would otherwise experience.

[edit] Calculation

Young's modulus, E, can be calculated by dividing the tensile stress by the tensile strain:

E \equiv \frac{\mbox {tensile stress}}{\mbox {tensile strain}} = \frac{\sigma}{\varepsilon}= \frac{F/A_0}{\Delta L/L_0} = \frac{F L_0} {A_0 \Delta L}

where

E is the Young's modulus (modulus of elasticity)
F is the force applied to the object;
A0 is the original cross-sectional area through which the force is applied;
ΔL is the amount by which the length of the object changes;
L0 is the original length of the object.

[edit] Force exerted by stretched or compressed material

The Young's modulus of a material can be used to calculate the force it exerts under a specific strain.

F = \frac{E A_0 \Delta L} {L_0}

where F is the force exerted by the material when compressed or stretched by ΔL.

From this formula can be derived Hooke's law, which describes the stiffness of an ideal spring:

F = \left( \frac{E A_0} {L_0} \right) \Delta L = k x \,

where

k = \begin{matrix} \frac {E A_0} {L_0} \end{matrix} \,
x = \Delta L \,

[edit] Elastic potential energy

The elastic potential energy stored is given by the integral of this expression with respect to L:

U_e = \int {\frac{E A_0 \Delta L} {L_0}}\, dL = \frac {E A_0} {L_0} \int { \Delta L }\, dL = \frac {E A_0 {\Delta L}^2} {2 L_0}

where Ue is the elastic potential energy.

The elastic potential energy per unit volume is given by:

\frac{U_e} {A_0 L_0} = \frac {E {\Delta L}^2} {2 L_0^2} = \frac {1} {2} E {\varepsilon}^2, where \varepsilon = \frac {\Delta L} {L_0} is the strain in the material.

This formula can also be expressed as the integral of Hooke's law:

U_e = \int {k x}\, dx = \frac {1} {2} k x^2

[edit] Relation among elastic constants

For homogeneous isotropic materials simple relations exist between elastic constants (Young's modulus E, shear modulus G, bulk modulus K, and Poisson's ratio ν) that allow calculating them all as long as two are known:

E = 2G(1+\nu) = 3K(1-2\nu)\,

[edit] Approximate values

Young's modulus can vary somewhat due to differences in sample composition and test method. The values here are approximate.

Approximate Young's moduli of various solids
Material Young's modulus (E) in GPa Young's modulus (E) in lbf/in² (psi)
Rubber (small strain) 0.01-0.1 1,500-15,000
PTFE (Teflon) 0.5 75,000
Low density polyethylene 0.2 30,000
HDPE 1.379 200,000
Polypropylene 1.5-2 217,000-290,000
Bacteriophage capsids 1-3 150,000-435,000
Polyethylene terephthalate 2-2.5 OR 2.8-3.1 290,000-360,000
Polystyrene 3-3.5 435,000-505,000
Nylon 3-7 290,000-580,000
MDF (wood composite) 3.654 530,000
Pine wood (along grain) 8.963 1,300,000
Oak wood (along grain) 11 1,600,000
High-strength concrete (under compression) 30-100 4,350,000
Magnesium metal (Mg) 45 6,500,000
Aluminium alloy 69 10,000,000
Glass (see also diagram below table) 65-90 9,400,000-13,000,000
Brass and bronze 103-124 17,000,000
Titanium (Ti) 105-120 15,000,000-17,500,000
Copper (Cu) 110-130 16,000,000-19,000,000
Carbon fiber reinforced plastic (50/50 fibre/matrix, unidirectional, along grain) 125-150 18,000,000 - 22,000,000
Wrought iron and steel 190-210 30,000,000
Beryllium (Be) 287 41,500,000
Tungsten (W) 400-410 58,000,000-59,500,000
Silicon carbide (SiC) 450 65,000,000
Osmium (Os)[3] 550 79,800,000
Tungsten carbide (WC) 450-650 65,000,000-94,000,000
Single carbon nanotube [1] 1,000+ 145,000,000+
Diamond (C) 1,050-1,200 150,000,000-175,000,000
Influences of selected glass component additions on Young's modulus of a specific base glass ().
Influences of selected glass component additions on Young's modulus of a specific base glass ([4]).

[edit] See also

[edit] References

  1. ^ International Union of Pure and Applied Chemistry. "modulus of elasticity (Young's modulus), E". Compendium of Chemical Terminology Internet edition.
  2. ^ The Rational Mechanics of Flexible or Elastic Bodies, 1638-1788: Introduction to Leonhardi Euleri Opera Omnia, vol. X and XI, Seriei Secundae. Orell Fussli.
  3. ^ http://www.engineeringtoolbox.com/young-modulus-d_417.html
  4. ^ Glassproperties.com

[edit] External links

v • d • e
Elastic moduli for homogeneous isotropic materials
Bulk modulus (K) • Young's modulus (E) • Lamé's first parameter (λ) • Shear modulus (μ) • Poisson's ratio (ν) • P-wave modulus (M)
Conversion formulas
Homogeneous isotropic linear elastic materials have their elastic properties uniquely determined by any two moduli among these, thus given any two, any other of the elastic moduli can be calculated according to these formulas.
(\lambda,\,\mu) (E,\,\mu) (K,\,\lambda) (K,\,\mu) (\lambda,\,\nu) (\mu,\,\nu) (E,\,\nu) (K,\, \nu) (K,\,E) (M,\,\mu)
K=\, \lambda+ \frac{2\mu}{3} \frac{E\mu}{3(3\mu-E)} \lambda\frac{1+\nu}{3\nu} \frac{2\mu(1+\nu)}{3(1-2\nu)} \frac{E}{3(1-2\nu)} M - \frac{8\mu}{3}
E=\, \mu\frac{3\lambda + 2\mu}{\lambda + \mu} 9K\frac{K-\lambda}{3K-\lambda} \frac{9K\mu}{3K+\mu} \frac{\lambda(1+\nu)(1-2\nu)}{\nu} 2\mu(1+\nu)\, 3K(1-2\nu)\, \mu\frac{3M-4\mu}{M-\mu}
\lambda=\, \mu\frac{E-2\mu}{3\mu-E} K-\frac{2\mu}{3} \frac{2 \mu \nu}{1-2\nu} \frac{E\nu}{(1+\nu)(1-2\nu)} \frac{3K\nu}{1+\nu} \frac{3K(3K-E)}{9K-E} M - 2\mu\,
\mu=\, 3\frac{K-\lambda}{2} \lambda\frac{1-2\nu}{2\nu} \frac{E}{2+2\nu} 3K\frac{1-2\nu}{2+2\nu} \frac{3KE}{9K-E}
\nu=\, \frac{\lambda}{2(\lambda + \mu)} \frac{E}{2\mu}-1 \frac{\lambda}{3K-\lambda} \frac{3K-2\mu}{2(3K+\mu)} \frac{3K-E}{6K} \frac{M - 2\mu}{2M - 3\mu}
M=\, \lambda+2\mu\, \mu\frac{4\mu-E}{3\mu-E} 3K-2\lambda\, K+\frac{4\mu}{3} \lambda \frac{1-\nu}{\nu} \mu\frac{2-2\nu}{1-2\nu} E\frac{1-\nu}{(1+\nu)(1-2\nu)} 3K\frac{1-\nu}{1+\nu} 3K\frac{3K+E}{9K-E}
v • d • e
General subfields within physics