FPC Neutral Axis Calculator: Bend Stress & Stackup Visualization
Calculate FPC neutral axis, bend strain and layer stress with draggable stack-up visualization, coverlay opening and air-gap bend zones.
How to use the FPC Neutral Axis & Bend Stress Calculator
This FPC neutral-axis calculator goes beyond a simple bend-radius check by combining formula steps, draggable stack-up ordering and dynamic visualization. It uses layer thickness, elastic modulus and Poisson ratio to estimate neutral-axis location, copper surface strain and layer tension or compression stress, with coverlay opening and air-gap bend-zone modes for design comparison.
Composite neutral axis, strain and layer stress
Formula: Neutral axis = sum(Ei x ti x yi) / sum(Ei x ti); strain = y / (R + y0); stress = E x strain
Ei: effective modulus of each included material layer.
ti: layer thickness.
yi: layer centroid measured through the stack-up.
R: inside bend radius.
y0: distance from the bend inner side to the neutral axis.
Air-gap layer: keeps spacing in the stack geometry but contributes zero stiffness.
Layer stress sign: positive and negative values identify tensile or compressive side behavior.
Formula Basis
Formula basis: mechanics-of-materials composite beam / transformed-section theory. The neutral axis is treated as the stiffness-weighted centroid, yNA = sum(Ei x Ai x yi) / sum(Ei x Ai); for a unit-width FPC stack-up, Ai is represented by layer thickness ti.
Formula basis: Euler-Bernoulli bending theory. Normal strain varies approximately linearly with distance from the neutral axis, epsilon = y / rho; this tool uses rho = inside bend radius + neutral-axis distance from the bend inner side.
Formula basis: Hooke's-law stress estimate, sigma = Eeff x epsilon. When plane-strain mode is enabled, Eeff = E / (1 - nu^2).
Engineering note: this neutral-axis page is based on composite beam mechanics, not IPC-2221. Air-gap zero-stiffness treatment is an engineering modeling assumption for local FPC bend-zone comparison before detailed simulation, material testing or bend-life validation.
Example
A coverlay-open or air-gap bend zone can shift the stiffness balance of the FPC stack-up. By changing the layer order or bend-zone mode, the drawing and stress table update together so the tensile and compressive layers can be reviewed before layout release.
Inputs
Inside bend radius
Bend inner side
Calculation zone
Plane-strain option
Layer order
Zone state
Layer thickness
Young's modulus
Poisson ratio
Outputs
Neutral-axis distance
Neutral-axis radius
Material thickness
Air-gap thickness
Peak copper surface stress
Peak copper surface strain
Formula calculation steps
Dynamic stack-up visualization
Tension / compression layer view
SVG drawing
Layer stress table
Engineering Notes
Layer order matters because the neutral axis shifts toward stiffer or thicker material.
Removed and reference layers are excluded from the neutral-axis calculation.
Air-gap layers keep stack spacing but do not add stiffness or stress rows.
Use material values from the actual FPC stack-up whenever possible.
Use this page to compare stack-up concepts before moving into detailed simulation or physical bend testing.
This tool intentionally excludes bend-life prediction and ANSYS control functions.
Validation Checks
Neutral-axis position
Copper tensile / compressive stress
Layer stress direction
Stack-up visualization review
Coverlay opening effect
Air-gap effect
Layer order sensitivity
Bend radius sensitivity
Related Manufacturing Process
Stack-up Design - Total thickness, dielectric spacing, symmetry, controlled impedance
Stiffener Setback Calculator - Estimate the minimum setback between stiffener edge and bend tangent for flex reliability review.
FAQ
How is this different from a bend radius calculator?
A bend-radius calculator usually estimates a minimum radius or a simple strain value. This tool links the bend radius to the actual FPC stack-up, neutral-axis position, layer stiffness and stress direction, so engineers can see which layers are under tension or compression.
Does this run ANSYS?
No. This page only performs formula-based neutral-axis and stress calculation. ANSYS automation and solve control are intentionally not included.
Why can the stack-up be dragged?
Changing layer order changes each material centroid and can shift the neutral axis, so drag ordering makes quick design comparison easier.