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Stress & Strain: Pulling, Sliding, and “What Changes?”

Ever wondered why engineers keep two separate words—normal and shear—for both stress and strain? It’s because materials can be pushed/pulled in one way… or scraped/slid in another. Your job is to spot the difference fast.


1) Normal stress vs. shear stress (the “deck of cards” test)

Normal stress: pulling or squishing straight through the face

Imagine you grab a thick book and pull it apart from the front and back covers (or squish it by pressing those covers together).

  • The force is perpendicular to the surface.
  • The material is being stretched (tension) or compressed.
  • The stress type is normal stress, written as σ\sigma.

Shear stress: sliding layers past each other

Now imagine a deck of cards on a table. Put your hand on top and push sideways.

  • The force is parallel to the surface.
  • Layers want to slide.
  • The stress type is shear stress, written as τ\tau.

Quick vibe check:

  • Normal = “straight in/out of the face”
  • Shear = “along the face”

2) Normal strain vs. engineering shear strain (γ): what physically changes?

Stress is about forces inside a material. Strain is about the shape change that results.

Normal strain: length change

Normal strain asks: Did the object get longer or shorter?

  • A bar in tension gets longer.
  • A bar in compression gets shorter.
  • Normal strain is typically written as ε\varepsilon.

What changes physically?

  • Distance between two points along the length changes.

Engineering shear strain (γ): angle change

Shear strain asks: Did a right angle stop being a right angle?

Picture a small square drawn on a rubber sheet. If you shear it, the square becomes a parallelogram.

  • Engineering shear strain is written as γ\gamma.

What changes physically?

  • Angles change (especially a 90° corner).
  • Often, the side lengths stay about the same (for small shear), but the shape “leans.”

Key intuition:

  • ε\varepsilon → “length change”
  • γ\gamma → “angle change”

3) Average stress from internal resultants: “cut-section” reasoning

Here’s the magic move in mechanics: you can slice a structure (in your imagination), and the exposed cut face reveals internal forces that were holding it together.

Step-by-step idea (no heavy math)

  1. Take a loaded member (like a bar or beam).
  2. Make an imaginary cut.
  3. On the cut surface, the material must transmit internal forces to keep equilibrium.

Those internal forces are often summarized as resultants:

  • Axial force NN (pulling/pushing along the member)
    • Produces average normal stress σavg\sigma_{\text{avg}} on the cut area
  • Shear force VV (sliding tendency across the cut)
    • Produces average shear stress τavg\tau_{\text{avg}} on the cut area

The simplest “average stress” relationships are:

σavg=NA\sigma_{\text{avg}} = \frac{N}{A}

τavg=VA\tau_{\text{avg}} = \frac{V}{A}

Where AA is the area of the cut face.

Translation:

  • Bigger area → the same internal force gets “spread out” → smaller average stress.

One simple 2D sketch (description)

Imagine a rectangular bar drawn in 2D, horizontal.

  • On the right end, draw a vertical “cut face” (a straight vertical line). Label its area as A.
  • On that cut face, draw:
    • An arrow pointing to the right, perpendicular to the cut face. Label it N (axial force). Next to it, label normal stress σavg\sigma_{\text{avg}}.
    • A second arrow pointing upward, along the cut face. Label it V (shear force). Next to it, label shear stress τavg\tau_{\text{avg}}.

This picture quietly teaches the whole idea: direction relative to the cut face decides whether it’s normal or shear.


Typical misconceptions (let’s squash them)

  • “Stress is the same as force.”
    Not quite. Force is total push/pull (N). Stress is force per area (how concentrated it is).

  • “Shear strain is just shear stress.”
    Nope. Shear stress τ\tau is about internal forces. Shear strain γ\gamma is about angle change.

  • “Normal strain and shear strain are basically the same thing.”
    They measure different changes: ε\varepsilon tracks length, γ\gamma tracks angle.

  • “If there’s a shear force, the stress is uniform everywhere.”
    τavg\tau_{\text{avg}} is an average. Real stress can vary across the section (average is a simplifying start).

  • “Normal vs shear depends on the object, not the surface.”
    It depends on the surface you’re looking at (the cut face). Same internal action can look different on different planes.


Takeaway

Normal vs shear is basically push/pull straight through a surface versus sliding along it. Strain mirrors that: length change (ε\varepsilon) versus angle change (γ\gamma). And when you “cut” a member in your mind, internal resultants NN and VV connect cleanly to average stresses σavg\sigma_{\text{avg}} and τavg\tau_{\text{avg}}.

Once you can see pulling vs sliding and length vs angle, the rest of mechanics gets way less spooky.

Course
Strength of Materials I (MEC 3351) — Foundations to Exam-Ready P
12 units54 lessons
Topics
Mechanical EngineeringSolid Mechanics / Mechanics of MaterialsStructural Mechanics / Structural AnalysisApplied Mathematics (calculus, differential equations, statics)Materials Engineering (elastic behavior and properties)
About this course

Build working competence in core mechanics-of-materials analysis for common structural/machine elements. The course covers stress–strain fundamentals (normal/shear, transformation, principal stresses, basic Mohr’s circle), linear-elastic constitutive laws and material properties, and axial deformation of prismatic/stepped members. It develops beam analysis skills: load–shear–moment relations, SFD/BMD construction, flexure theory and transverse shear stress, and deflection via the elastic-curve/curvature equation and superposition. It also treats torsion of circular shafts, thin-walled pressure vessels, springs, energy/impact methods (strain energy, resilience), and Euler column buckling with effective length factors and end conditions.