Aerospace & Aeronautical Engineering / Wing Spar Unsymmetrical Bending
FREE TO EXPLORE
LABORATORY 35 · AEROSPACE & AERONAUTICAL ENGINEERING

Unsymmetrical Bending and Principal Axes of Aircraft Wing Spars

Measure strain-gauge bending stresses and lateral deflections u in asymmetric Z-section aircraft wing spars to verify unsymmetrical beam theory and principal axes of inertia. Explore interactive wind tunnel simulation, flight dynamics, and aerospace engineering telemetry.

AERODYNAMICS · PROPULSION · FLIGHT DYNAMICS

Your virtual aerospace engineering laboratory.

LATERAL DEFLECTION U—
FLIGHT & TEST CELL TELEMETRY

Ready to sample with P_y = 3.0 kN.

3.0 kN
Spar length L: 1200 mm

Adjust P_y, then execute aerospace trial.

Aeronautical telemetry and flight states are evaluated rigorously using 64-bit IEEE 754 precision. Residuals reflect ordinary least-squares regression across successive observations. Continuous data structures support high-fidelity aerodynamic modeling.

Aeronautical assumptions and boundary condition limits

Assumes linear elastic Bernoulli-Euler beam behavior without localized flange shear lag. Linear regression of lateral deflection against vertical load yields a compliance slope of 1.8500 mm/kN with R^2 > 0.999999.

Aeronautical apparatus & wind tunnel sensors.

Structural Spar Test Loading Frame

Rigid steel reaction frame with precision cantilever clamp holding a 1.2 m aircraft Z-spar.

Aircraft Aluminum Alloy Z-Section Spar (7075-T6)

Extruded thin-walled Z-profile (h = 100 mm, b = 50 mm, t = 3.0 mm) with known section properties.

Precision Hydraulic Loading Actuator & Load Cell

Applies purely vertical downward load P_y at the tip without lateral friction.

2-Axis Optical Linear Dial Gauges (LVDT)

Measures vertical deflection v and lateral deflection u with 0.001 mm resolution.

Multi-Channel Electrical Resistance Strain Gauge Rake

Measures longitudinal strains epsilon_z across upper and lower flanges to verify the neutral axis angle.

Digital Structural DAQ Workstation

Logs load-deflection channels and computes principal moments of inertia (I_u, I_v).

FOLLOW THE METHOD

A reason behind every step.

Measure strain-gauge bending stresses and lateral deflections u in asymmetric Z-section aircraft wing spars to verify unsymmetrical beam theory and principal axes of inertia. Standardized parameter settings: 1.0, 2.0, 3.0, 4.0, 5.0, 6.0 kN.

01

Spar Clamp Rigid Mounting

Mount the Z-section spar into the heavy reaction wall, ensuring 100% fixed-end boundary conditions at the root clamp.

02

Sensor Alignment and Zero Balancing

Align vertical and horizontal LVDTs at the tip loading point (z = L = 1200 mm) and zero all strain gauge channels.

03

Vertical Load Application

Apply initial vertical calibration load P_y = 1.0 kN, recording vertical deflection v and coupled lateral deflection u.

04

Systematic Load Stepping

Increase vertical load through P_y = 2.0, 3.0, 4.0, 5.0, and 6.0 kN, allowing 30 seconds at each step for structural stabilization.

05

Neutral Axis Angle Calculation

Calculate the inclination angle of the neutral axis alpha_na = arctan[(I_xx / I_xy) * (M_y / M_x) - 1] from strain gauge readings.

06

Lateral Compliance Linear Regression

Plot lateral deflection u versus vertical load P_y, perform linear regression to determine compliance m = 1.8500 mm/kN, and verify I_xy.

YOUR NOTEBOOK · 0 OBSERVATIONS

Turn measurements into aerodynamic insight.

See a complete example report ↗

Points are your recorded observations. The solid regression line validates Wing Spar Unsymmetrical Bending mathematical scaling.

LINEAR REGRESSION FIT · y = mx + b
u = \frac{I_{xy} L^3}{3 E (I_{xx} I_{yy} - I_{xy}^2)} \cdot P_y \implies u = m \cdot P_y + b
#Vertical Bending Load P_y (kN)Lateral Deflection u (mm)Applied Vertical Bending Load P_y (kN)Lateral Cross-Coupled Deflection u (mm)Remove

No readings yet. Execute an aerodynamic trial and record it.

Calculate it yourself.

CHECK YOUR UNDERSTANDING

Explain what the aerodynamic metrics mean.

Why does an asymmetric Z-section spar deflect sideways when subjected to a purely vertical load?

What is the defining mathematical property of the principal axes of inertia of a structural section?

For an applied vertical load P_y = 4.0 kN and measured compliance m = 1.850 mm/kN, what is the lateral deflection u?

What happens to the neutral axis of a beam undergoing unsymmetrical bending?