CE 2100 / Virtual Laboratory Console

Virtual Experiment Hub

Step into a computational testing apparatus designed for mechanics of solids. Evaluate real tensile, bending, and torsional behaviors through direct specimen instrumentation.

Academic Rigor Standard

All simulations use stated equations and assumptions.

Formulated on isotropic Hookean elasticity, infinitesimal strain invariants, and validated laboratory baselines.

Select Calibrated Test Specimen:

TENSILE SPECIMEN CHAMBER #01
CALIBRATED: ISO 6892-1
Applied Force: 45 kN
Rigid Hydraulic Grip
L = 1200 mm
σ max
A = 250
mm²
Actuator Interface
F = 45 kN
45 kN / 100 kN max
5 kNYield Limit ~62.5 kN100 kN
Normal Stress (σ)
180.0 MPa
Formula: F / A
Deformation (δ)
1.080 mm
Formula: FL / AE
Microstrain (με)
900 με
Formula: δ / L
State: Elastic Hookean Range
Interactive Laboratory

Five experiments you can run yourself.

Change the load, the dimensions, or the material, then watch how the specimen responds.

Experiment 1

Tensile Testing

Select a material, apply load, and observe elongation. Generate a stress-strain curve and identify elastic and plastic regions.

Focus: Stress-Strain Behaviour
Launch Tensile
Experiment 2

Beam Bending

Choose a beam type, change loading conditions, and observe deflection. Display bending moment and shear force diagrams.

Focus: Bending & Deflection
Launch Beam
Experiment 3

Torsion

Apply torque to a shaft and change its dimensions. Calculate shear stress and angle of twist.

Focus: Shear Stress & Twist
Launch Torsion
Experiment 4

Column Buckling

Change column length and material, apply axial compression, calculate critical buckling load, and display buckling behaviour.

Focus: Euler Critical Load
Launch Buckling

Want to see the theory behind each experiment first?

Every experiment links to its module with formulas, assumptions, and worked examples.

Browse the Modules
Analytical Verification Framework

Assumptions & Modeling Limits

Every simulation in MECHLAB is governed by classical continuum mechanics formulations. To interpret virtual instrumentation responsibly, engineers must verify that structural loads remain within these established mathematical boundaries.

Core Idealizations: 5 Active Formulations
Open Virtual Lab

Governing Formulation:sigma = E * epsilon, tau = G * gamma
Standard SI Formulation

All stress-strain computations remain strictly within the reversible proportional regime where deformation scales linearly with applied load.

What the Simulation Models

Instantaneous strain recovery upon unloading, constant Young's Modulus (E), constant Shear Modulus (G), and single-valued proportionality.

Excluded Phenomena / Limits

Plastic yield plateaus, strain hardening, viscoelastic hysteresis, creep under sustained load, and cyclic fatigue damage accumulation.

Engineering Context: Valid for operational structural components. Inapplicable once localized stresses exceed yield strength (sigma_y).

Standard Academic References

Formulations strictly align with Timoshenko (Strength of Materials), Hibbeler (Mechanics of Materials), and Gere & Goodno curricula.