

Pass design (also called roll pass design in forming practice) is the engineering decision set that turns a finished cross-section drawing into a station-by-station forming plan: how many stands, how much each bend line moves per stand, in what order flanges form, where overbend and calibration occur, and how side rolls/guides support the strip. It is the process recipe behind the tooling drawings.
There is no single universal standard algorithm. Academic and industrial sources repeatedly note that flower diagrams historically grew from designer experience with material and shape—then FEA and distribution functions made the craft more systematic.
The flower pattern (bend progression diagram) is the visual language of pass design: stacked cross-sections from flat strip to finished profile that “bloom” station by station. Pass design is the reasoning that produces that flower and the roll layouts around it.
| Artifact | Answers |
|---|---|
| Section drawing | What the customer buys |
| Pass design decisions | How the mill will get there |
| Flower pattern | Picture of those decisions |
| Roll drawings | Hardware that enforces the flower |
This page focuses on the decision layer. Flower Pattern pages (when present in the wiki) focus on reading and documenting the diagram itself.
Industry training sequences commonly follow:
Skipping strip-width rigor creates chronic gap fights later. Skipping flower rigor creates chronic twist and wave.
Station count is driven by total bending work, material grade, thickness, flange length, and whether bends can run in parallel. Vendor practice often cites rough rules such as on the order of one station per about 10–15° of total bend per bend line, with simple channels commonly in the teens of stands and complex profiles pushing into the twenties or thirties. Treat these as starting estimates, not contracts.
U-rail academic designs sometimes use fixed increments (e.g., many 10° flange steps plus a final springback-aware pass)—illustrating that station count and increment size are coupled decisions.
Industrial guidance often suggests smaller maximum increments for high-strength steel than for mild steel (illustrative ranges quoted in trade articles: on the order of ~20–30° per station for mild and ~10–15° for HSS on a given bend line). Exceeding sensible increments raises edge cracking risk and springback scatter; tiny increments waste capital without always improving quality.
Increments need not be constant. Designers may go aggressive early on short flanges and conservative late near finished radii, or the reverse, depending on longitudinal strain history. Always re-check against Bend Radius and Cracking pages for the R/t and elongation window.
Classical research distributes bending so the edge path in plan view follows assumed curves (often cubic) subject to boundary conditions at entry and exit. Forming-angle methods and energy-minimization approaches (Bhattacharyya, Panton, Kiuchi, and later expert systems) estimate deformation length and station spacing from flange width, thickness, and forming angle.
Modern papers propose richer distribution functions (e.g., five-boundary-condition formulations for hat channels) and compare candidates with FEA plus experiment to pick the lowest peak longitudinal strain. The takeaway for practitioners: do not invent angles station-by-station without checking edge strain continuity.
For U-profiles and similar sections, designers choose how the curved zone evolves:
| Method | Idea | Implication |
|---|---|---|
| Constant radius of curvature | Keep ρ fixed while arc grows | Arc length increases through the flower |
| Constant arc (length of curvature) | Keep arc length fixed while ρ changes | Radius grows toward the finished bend |
Simulation studies compare roll loads, springback, and residual stress between these families. Pick a method deliberately and stick to it across the flower; mixing philosophies mid-tooling confuses both FEA and tryout diagnosis.
Not every bend line should move every station. Typical tactics:
Asymmetric C/Z and racking profiles create unbalanced flowers. Plan anti-twist stations, guide rolls, and possibly unequal left/right increments. Twisting Defect and Bow/Camber pages document what happens when sequence ignores equilibrium.
Near the exit, pass design usually reserves:
Trade examples sometimes cite a few degrees of overbend then a return-to-nominal sizing concept. Exact angles belong on the setup sheet for the material family, not as a universal constant. Closed-loop systems may later vary the overbend pass dynamically; the flower must still leave that pass with enough authority.
Edge membrane strain between stands is a primary pass-design constraint. Excessive peak strain correlates with edge waviness, flare, and cracking. Insufficient total forming length (stands too few or too close for the angle jump) concentrates deformation and raises loads.
Classic deformation-length thinking: required length depends on thickness, forming angle, and flange width. Modern CAE visualizes strain bands; designers add stands or reshape the flower when peaks exceed material limits from certificates (elongation, n-value, bendability).
Design suites (COPRA-class and peers) generate flowers and roll drawings, then FEA modules predict springback, loads, and residual stress. Pass design should iterate:
Virtual tryout is cheaper than discovering corkscrew after carbide tooling is finished (a lesson repeatedly stressed in AHSS twist literature).
Pass design is not only angles—it is also interstand distance. Too little space for a large angle jump forces the strip into a short deformation zone and spikes longitudinal strain. Too much space without guides lets the free flange wander, especially on thin, wide legs. Shaft centers are often fixed by the purchased mill; the flower must then fit the available pitch, or the buyer must accept a longer machine when the profile demands it.
When quoting a new line, ask whether station count is driven by the profile’s strain budget or by a catalog frame length. Catalog-driven under-stationing is a common source of chronic tryout pain.
Always design against the certificate window (thickness and yield scatter), not a single catalog minimum yield.
A released flower is a hypothesis. Tryout converts it into a setup sheet:
If tryout needs large permanent angle changes, update the flower revision—do not leave tribal knowledge only in the setup guy’s notebook.
This page covers pass-design engineering concepts. It does not sell a proprietary flower algorithm, invent machine kW or m/min ratings, or quote tooling prices/lead times. Roll Gap Adjustment covers day-to-day setup on an existing flower. Die Overview covers tooling hardware families.
Only if CAE and material allow higher increments. Shortening without analysis is a common root cause of edge wave and twist on HSS.
No. Equal angles are a convenient first draft. Optimized distributions often reshape early/late increments to cut peak edge strain.
Clarify in the contract. Many turnkey lines include flower + rolls; many aftermarket tooling houses redesign flowers for existing shafts. Shaft spacing and stand stiffness limit what any flower can do.
Good flowers keep CTQs controllable; sensors monitor them. Bad flowers make sensors document scrap. Design first, instrument second.
No. Use grade-specific bendability, springback, and galling risk. Copying a mild-steel flower onto stainless is a frequent failure mode.
A stand with little or no intentional bend change, used for support, tracking, or future capacity. Idle stands are part of pass architecture when spacing or guidance requires them.
Specify pass design as an engineered flower with stated station count, increment policy, curvature method, asymmetry plan, and overbend/sizing roles—validated by CAE on the real yield window. Rules of thumb start the conversation; strain, springback, and mill length finish it. Pass design is where most dimensional quality is won or lost before the first coil hits the floor.
Educational encyclopedia content. Station counts and degree-per-pass figures are order-of-magnitude industry practice, not universal design codes—validate for each profile and grade.