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Overview of Tensile Testing Procedures

Aug 29, 2024

Tensile Test Overview

Introduction to Tensile Testing

  • The tensile test is performed to evaluate the yield point phenomenon in materials.
  • The test piece is a plain carbon steel specimen with:
    • Original diameter: 10 mm
    • Original gauge length: 100 mm
  • Distance marks are drawn on the specimen to measure plastic behavior.

Setup of the Tensile Test

  • The upper cros head of the testing machine is positioned correctly.
  • The threaded ends of the test piece are placed in the grips.
  • An extensometer is used to measure the gauge length throughout the test.
  • Initial gauge length is displayed (100 mm) and force against elongation is recorded.

Force-Elongation Diagram

  • Force (F) is plotted on the vertical axis; Elongation (Delta L) on the horizontal axis.
  • The initial portion of the curve is steep, indicating elastic behavior:
    • If unloaded, the material returns to the original length.
  • In materials with yield point phenomenon, there’s a sudden drop in force which indicates the start of plastic deformation:
    • Permanent elongation occurs (doesn't return to original length).

Key Phases of the Tensile Test

  1. Elastic Region: Force increases rapidly, material behaves elastically.
  2. Yield Point: Abrupt change indicates the start of plastic deformation.
  3. Ludas Effect: A constant force level with slight fluctuations after initial yield.
  4. Necking: At maximum force, a neck forms in the test piece leading to fracture.

Calculating Material Strength Properties

  • Upper Yield Strength (Re): Calculated as:
    • ( Re = \frac{F}{S_0} ) (Force at upper yield point divided by original cross-section area)
  • Lower Yield Strength (Rl): Similar calculation using force at lower yield point.
  • Tensile Strength (Rm): Force at maximum divided by original cross-section area.

Post-test Measurements

  • After fracture, the percentage elongation is measured (approx. 30% for carbon steel).
  • Percentage Reduction of Area: Based on the smallest diameter at fracture relative to the original area.

Second Tensile Test - Non-Yield Point Material

  • Material tested: Precipitation-strengthened aluminum alloy.
  • Same dimensions as the first test (10 mm diameter, 100 mm length).
  • Test setup is similar; the extensometer is used again.

Force-Elongation Behavior

  • Initial linear curve indicates elastic behavior without a distinct drop in force.
  • Transition from elastic to plastic deformation is smooth and gradual.
  • Neck forms at maximum force, with subsequent deformation occurring at the neck until fracture.

Calculation of Proof Strength

  • 0.2% Proof Strength (Rp0.2) is used to indicate yield strength:
    • Calculate elongation for 0.2% strain (0.2 mm for 100 mm gauge length).
    • Draw a line parallel to the elastic curve offset by 0.2 mm.
    • The intersection point gives the force FP0.2 for 0.2% plastic strain.
    • Proof strength calculated as: ( Rp0.2 = \frac{FP0.2}{S_0} )

Summary of Calculations

  • Tensile strength, percentage elongation after fracture, and percentage reduction of area calculated similarly as in the first test.