SCEE08002 Structural Mechanics 2 Laboratories Assignment UK

University The University of Edinburgh (TUE)
Subject SCEE08002 Structural Mechanics 2 Laboratories

Overview

  1. Three Laboratory Exercises:
    • Composite action in a beam.
    • Torsion of a shaft.
    • Membrane stresses in a pressure vessel.
  2. Tasks Overview:
    • Data collection (in lab sessions).
    • Analysis (independent study time).
    • A single report submission at the end of semester 1.

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Marking Criteria

Criterion Pass (40%-50%) Excellent (70%+)
Accuracy of Calculations (45%) Basic parameter assessment with minimal errors. Complete and insightful calculations beyond basic equations.
Presentation (35%) Calculations clear and understandable. Professionally presented, with precise use of diagrams/graphs.
Experimental Context (20%) Appreciation of imperfections in experiments. Critical appraisal and improvement suggestions.

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Exercise 1: Composite Action in a Beam

Data Collection

  1. Setup:
    • Apparatus investigates Euler’s Beam Theory (refer to Figures 1.1 and 1.2).
    • Test two beam types:
      • Bonded (steel + aluminium glued).
      • Unbonded (steel + aluminium not glued).
  2. Procedure:
    • Zero the strain gauge.
    • Incrementally load weights (30N to 150N) and record strain data for each strain gauge.
  3. Report Content:
    • Two Tables:
      • One for bonded beam.
      • One for unbonded beam, showing weight and strain gauge readings.

Analysis

  1. Tasks:
    • Write an expression for the force FFF in terms of weight WWW, dimensions mmm, and nnn.
    • Write an expression for the bending moment MMM at mid-span.
    • Plot strain vs. vertical position for the 150N load for both beams and theoretical predictions.
  2. Report Content:
    • Two tables (moment and strain gauge readings).
    • One graph (experimental vs. theoretical strain).
    • Explanation of behavior differences between bonded and unbonded beams.

Exercise 2: Torsion of a Shaft

Data Collection

  1. Setup:
    • Apparatus measures rotation response to torque.
    • Test aluminium and steel bars at two lengths (300mm and 160mm).
  2. Procedure:
    • Record shaft rotation for different weights (0.25kg and 0.5kg).
    • Measure lever arm and shaft diameters.
  3. Report Content:
    • Table showing rotation readings for each setup.
    • Notes on lever arm and shaft diameters.

Analysis

  1. Tasks:
    • Convert weights to torque.
    • Estimate shear modulus for materials based on rotation vs. torque plots.
  2. Report Content:
    • Table (mass, torque, rotation, length).
    • Graphs (rotation vs. torque for all setups).
    • Calculations and error discussion.

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Exercise 3: Membrane Stresses in a Pressure Vessel

Data Collection

  1. Setup:
    • Thin-walled cylinder (aluminium) subjected to internal pressure.
    • Strain gauges measure strain in axial and tangential directions.
  2. Procedure:
    • Record strain readings for:
      • Closed condition: Bi-axial stress.
      • Open condition: Uni-axial stress.
  3. Report Content:
    • Table showing strain for both conditions.

Analysis

  1. Tasks:
    • Predict longitudinal and hoop stresses.
    • Draw Mohr’s circle for each condition.
    • Calculate yield pressure and theoretical hoop strain.
    • Compare predictions with experimental strains.
  2. Report Content:
    • Mohr’s circle (theoretical).
    • Yield pressure calculation.
    • Hoop and longitudinal strain calculations.
    • Comparison and error discussion.

Key Figures and Tables

Beam Test Setup (Figures 1.1 & 1.2):

  • Dimensions and strain gauge positions.
  • Loading beam ratio.

Torsion Test Equipment (Figure 2.1):

  • Rotating and fixed chucks.
  • Lever arm details.

Pressure Vessel Setup (Figure 3.2):

  • Hydraulic pump, manometer, and strain gauge arrangement.

Material Properties Tables:

  • Young’s modulus:
    • Steel: 200 kN/mm².
    • Aluminium: 70 kN/mm².
  • Pressure Vessel:
    • Outer diameter: 75mm.
    • Wall thickness: 2.5mm.

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