Last edited 04 Nov 2026

Interpreting MD and CD tensile test reports for glass-fibre facers

Contents

[edit] What the directional results describe

A glass-fibre facer data sheet may present two tensile results: machine direction (MD) and cross direction (CD). These labels describe specimen orientation relative to the direction in which the facing material was manufactured or formed. They do not identify a complete test procedure.

For example, two suppliers might both report a breaking force in newtons for MD. The numbers are not necessarily comparable if one report uses a strip tensile test while the other uses a grab test, or if the tested materials differ in coating, reinforcement or conditioning.

[edit] Strip and grab methods

ISO 9073-3:2023 specifies a strip method for determining the breaking force and elongation at break of nonwovens in conditioned or wet states. It provides two specimen-width options: 25 mm and 50 mm. ISO 9073-18:2023 specifies a grab tensile test for determining the breaking force of nonwovens. The respective results should not be treated as interchangeable solely because both are labelled tensile strength.

A glass-fibre facing may incorporate a coating, reinforcing scrim or another composite layer. The laboratory or supplier should confirm which method is appropriate for the actual tested construction rather than assuming that every facing automatically falls within either nonwoven test standard.

[edit] Seven fields to compare in a test report

Before ranking two facing materials on their MD or CD results, the reviewer should record the following for each report:

  1. Tested material: Exact facer construction, including coating and reinforcement, and whether the specimen was a loose facer or part of a laminate.
  2. Specimen orientation: Definition of MD and CD and the direction in which the specimens were cut.
  3. Method and edition: Standard reference, publication version, selected procedure and any stated deviations.
  4. Specimen geometry: Strip or grab configuration, specimen width and grip arrangement.
  5. Test conditions: Gauge length, extension rate, preconditioning and conditioned or wet test state, as applicable.
  6. Reported quantity: Breaking force, elongation or another metric; units, sample count and whether the figure is a typical value, mean or minimum.
  7. Intended application: Whether the report relates to incoming facing material, a bonded panel or a finished board, and what comparison is being requested.

A useful report-comparison worksheet places these seven fields in adjacent columns for Material A and Material B. Blank or conflicting fields should be resolved before comparing numerical results.

[edit] When a direct comparison is not justified

Suppose Report A identifies a strip method and Report B identifies a grab method. Even if both report force in newtons, their values cannot automatically be ranked as equivalent material strengths. The same caution applies if both reports use a strip method but different specimen widths, conditioning states or constructions.

Unit conversion cannot correct differences in specimen geometry or test procedure. If the two reports are materially inconsistent, the purchaser and laboratory can agree on matched specimens, a suitable common method and application-specific acceptance criteria before repeating the comparison.

[edit] Limits of the result

A directional tensile result describes the tested specimen under the specified conditions. It does not, by itself, establish facer-to-core bond strength, finished-board load capacity, air permeability, water-vapour behaviour or installed-system performance. Those conclusions require evidence for their own test objects and conditions.

[edit] References

  1. ISO. ISO 9073-3:2023 — Nonwovens, strip tensile method. Edition 2; corrected version 2025-05.
  2. ISO. ISO 9073-18:2023 — Nonwovens, grab tensile method. Edition 2; corrected version 2024-05.
  3. GRECHO. Reading directional tensile data for glass-fibre facers. Company-authored technical reading guide, not a test standard or third-party certification.

Contributor disclosure: This article was prepared with generative-AI drafting assistance and reviewed on behalf of GRECHO, which publishes reference 3. References and technical claims should be read according to their stated scope; no endorsement by the cited standards bodies is implied.

Designing Buildings Anywhere

Get the Firefox add-on to access 20,000 definitions direct from any website

Find out more Accept cookies and
don't show me this again