Skip to content

Chapter 5 of 7

Mechanics of Materials

Mechanics of materials studies how solids deform and fail under load. Stress is force per unit area, \(\sigma = F/A\), measured in Pascals (Pa). Strain is the ratio of deformation to original length, \(\varepsilon = \Delta L / L_0\), and is dimensionless. Within the elastic limit, stress is proportional to strain according to Hooke's law, \(\sigma = E \varepsilon\), where \(E\) is Young's modulus, a measure of a material's stiffness.

Other elastic constants describe different deformation modes. Shear stress \(\tau = V/A\) acts parallel to a surface, and the shear modulus \(G = \tau / \gamma\) is the ratio of shear stress to shear strain \(\gamma\). Poisson's ratio \(\nu = -\varepsilon_{lateral}/\varepsilon_{axial}\) captures the lateral contraction that accompanies axial stretching; for most metals it lies between 0.25 and 0.35. These three constants are not independent but are related by \(G = E / [2(1+\nu)]\).

The strength of a material is described by several characteristic stresses. The yield strength is the stress at which the material begins to deform plastically (permanently). The ultimate tensile strength (UTS) is the maximum stress a material can withstand before necking begins. Engineers apply a factor of safety, \(FoS = \sigma_{failure}/\sigma_{actual}\), to ensure designs remain well below these limits. Real components can fail in other ways as well: fatigue failure occurs under repeated cyclic loading at stresses below the static UTS, while creep is the time-dependent permanent deformation of a material under constant stress at elevated temperature. Thermal expansion causes dimensions to change with temperature according to \(\Delta L = \alpha L_0 \Delta T\), where \(\alpha\) is the coefficient of thermal expansion.

All chapters
  1. 1Statics and Equilibrium
  2. 2Dynamics of Particles and Rigid Bodies
  3. 3Thermodynamics
  4. 4Fluid Mechanics
  5. 5Mechanics of Materials
  6. 6Heat Transfer
  7. 7Machine Design, Manufacturing, and Units

Drill it

Reading is not remembering. These come from the Mechanical Engineering Basics deck:

Q

What is the first condition of equilibrium in statics?

The sum of all forces acting on a body must equal zero: ΣF = 0.

Q

What is the second condition of equilibrium in statics?

The sum of all moments about any point must equal zero: ΣM = 0.

Q

What is a free body diagram (FBD)?

A sketch of a body isolated from its surroundings showing all external forces and moments acting on it.

Q

What is a statically determinate structure?

A structure where all unknown reactions can be found using the equations of equilibrium alone.