Thin-Walled C-Channel Test Beam
Extruded aluminum C-channel (h = 100 mm, b = 40 mm, t = 2.5 mm, L = 1000 mm) mounted as a cantilever.
Apply transverse shear loads at variable offsets along a thin-walled C-channel spar to locate the shear center e_s where zero torsional twist occurs. Explore interactive wind tunnel simulation, flight dynamics, and aerospace engineering telemetry.
Ready to sample with e = 0.0 mm.
Adjust e, 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.
Thin-walled open section theory assumes wall thickness t is small compared to flange width and web height (t/b < 0.1). Linear regression of twist angle against load offset yields a slope of 0.2400 mrad/mm and intercept b = 4.4400 mrad, locating the shear center at e_s = -18.500 mm with R^2 > 0.999999.
Extruded aluminum C-channel (h = 100 mm, b = 40 mm, t = 2.5 mm, L = 1000 mm) mounted as a cantilever.
Rigid perpendicular cross-arm attached to beam tip allowing load application at precise offsets e from web.
Applies constant vertical shear force P = 2.0 kN at millimeter-graduated offset stations.
Measures beam cross-sectional torsional twist angle theta with 0.01 mrad resolution.
Measures vertical bending deflection v to separate bending from twisting.
Logs offset-twist data, executes linear regression, and computes experimental shear center e_s.
Apply transverse shear loads at variable offsets along a thin-walled C-channel spar to locate the shear center e_s where zero torsional twist occurs. Standardized parameter settings: -25.0, -15.0, -5.0, 5.0, 15.0, 25.0 mm.
Clamp the root of the C-channel beam into the heavy structural reaction wall, ensuring a fully restrained fixed boundary.
Attach the graduated offset loading bar to the free tip, calibrating e = 0 mm precisely at the centerline of the vertical web.
Apply vertical test load P = 2.0 kN at offsets e = -25.0, -15.0, -5.0, +5.0, +15.0, and +25.0 mm relative to the web.
Record the equilibrium cross-sectional twist angle theta (in milliradians) at each load offset using the laser inclinometer.
Identify the specific load offset where twist angle theta is zero, confirming pure uncoupled bending.
Plot theta versus e, perform linear regression to determine slope m and intercept b, and compute shear center offset e_s = -b / m.
Points are your recorded observations. The solid regression line validates Shear Center Determination mathematical scaling.
| # | Load Offset e from Web (mm) | Torsional Twist Angle theta (mrad) | Transverse Load Application Offset e (mm) | Beam Torsional Twist Angle theta (mrad) | Remove |
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