» Young’s Modulus (Modulus of Elasticity)

Young’s Modulus (Modulus of Elasticity)

1807-01-01
  • Thomas Young
Tensile testing apparatus in a historical materials science laboratory.

Young’s Modulus, denoted by E, quantifies a solid material’s stiffness. It is the ratio of tensile stress ([latex]\sigma[/latex]) to extensional strain ([latex]\epsilon[/latex]) in the elastic (linear) region of the stress-strain curve. This relationship is defined by Hooke’s Law: [latex]E = \frac{\sigma}{\epsilon}[/latex]. A higher modulus indicates a stiffer material, meaning more stress is required for a given amount of elastic deformation.

Young’s Modulus is a fundamental property intrinsic to a material, assuming it is isotropic and linear elastic. It is determined from the slope of the initial, straight-line portion of a stress-strain curve obtained during tensile testing. This region is known as the elastic region, where the material will return to its original shape if the load is removed. The formula [latex]E = \frac{\sigma}{\epsilon} = \frac{F/A_0}{\Delta L/L_0}[/latex] relates stress (force F per initial cross-sectional area A₀) to strain (change in length ΔL over original length L₀). The concept originates from Hooke’s Law, which states that for relatively small deformations, the force required to stretch or compress a spring is directly proportional to the distance of that extension or compression. Thomas Young elaborated on this concept in the early 19th century, applying it to the intrinsic properties of materials rather than just the behavior of an object like a spring. This was a crucial step in moving from empirical observations to a quantitative science of materials. The modulus is temperature and pressure dependent, but for many engineering applications at standard conditions, it is treated as a constant. It is a critical parameter for predicting how a component will deform under load, essential for designing safe and reliable structures, from bridges to microchips.

UNESCO Nomenclature: 3313
– Materials science

类型

Physical Property

中断

基础

使用方法

广泛使用

前体

  • Robert Hooke’s law of elasticity (1678)
  • Leonhard Euler’s work on the buckling of columns (1757)
  • development of the concept of stress and strain

应用

  • structural engineering for calculating beam deflection
  • 有限元素 analysis (FEA) simulations
  • design of springs and fasteners
  • aerospace engineering for material selection
  • biomechanics for modeling bone and tissue

专利:

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Related to: Young’s modulus, elasticity, stiffness, stress, strain, Hooke’s law, tensile testing, material property, mechanical engineering, solid 力学.

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