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ARTICLETechnical article

Swelling Allowance at Transformerwood and Steel Interfaces

  • Chenfan Power

Transformerwood-to-steel fit depends on drying, moisture and heating history. Establish the dimensional envelope of the qualified layup through those states to allocate clearance and contact in the assembly. [1]

Calculation basis. Project-specific values and gates in the illustrative screens below are assumptions; cited catalogue values retain their source test conditions.

Identify the direction of each controlled dimension relative to the veneers and layer planes. Then define the assembly datum. A part free to move symmetrically between guides produces a different clearance distribution from one fixed firmly against a single face.

Swelling Allowance at Transformerwood and Steel Interfaces: technical review table
A dimension-state map for the joint

A dimension-state map for the joint

StateWood dimension to establishSteel and restraint information
Received or storedCritical direction, moisture evidence and existing profileReference dimensions before assembly
After intended dryingChange relative to the retained datumWhether processing restraint was present
Impregnated assemblyFinished fit and contact conditionActual locating faces and fastener preload
Relevant hot stateDirection-specific movement under the tested historySteel temperature and opening movement
Recovered inspection stateResidual change after returnContact damage or permanent restraint change

In a fictional free-geometry budget with a specified datum, an initial 1.00 mm gap gains 0.05 mm because the steel opening grows and loses 0.30 mm because the wood envelope grows. The calculated remaining gap is 0.75 mm. These inputs are assumed dimensional changes, not material coefficients or acceptable clearances.

Once contact closes, subtracting free expansions cannot predict the force. The result depends on joint and member stiffness, local compression, fastener behaviour and any permitted movement.

Separate the mechanisms in the trial

Use controlled comparisons to identify thermal movement, moisture-related movement and irreversible processing change. State the sequence: a sample heated after drying is not the same history as a stored sample heated with a different initial moisture state.

Measure free witnesses alongside representative restrained joints where practical. Free specimens characterise dimensional tendencies; restrained assemblies reveal contact pressure, local indentation and movement allowed by the design. Neither observation replaces the other.

Röchling’s handling note for L X-2-E3-HQ distinguishes edge moisture uptake from large-stock dimensional tolerance [2]. It covers another construction from the L I/2 grade data sheet. Use the actual supplied grade’s handling and part requirements; neither note establishes a finished interface’s permitted fit.

Inspect the contact surfaces after the relevant cycle for compression damage, splitting and displacement. A joint that returns to its original overall width may still have lost preload or developed local damage during the hot state.

Specify fit at the governing assembly material state and its subsequent dimensional envelope. Recheck the affected movement when layup, densification or storage route changes.

Close the directional swelling allowance at the interface

Match the material identity and relevant test direction before comparing densified-wood evidence [3].

For the assumed 1.00 mm initial gap, 0.05 mm steel-opening growth and 0.30 mm wood-envelope growth, remaining clearance is 0.75 mm. Adding an assumed 0.20 mm worst-direction assembly tolerance leaves 0.55 mm. Against an assumed 0.60 mm finished-gap requirement, 0.55 mm is 0.05 mm short. Resolve the actual correlated dimensional and restraint state before accepting the fit.

References

  1. Röchling Industrial, Lignostone L I/2-E3-HQ (P2R), Technical Data Sheet, version 2.0, released 20 September 2023.
  2. Röchling Industrial, Product Handling Information Sheet, Lignostone L X-2-E3-HQ, version 4.0, released 30 June 2025, section 5.
  3. IEC, IEC 61061-2:1992, Specification for non-impregnated, densified laminated wood for electrical purposes — Part 2: Methods of test.
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