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Glued steel fibres do not dissolve into the concrete as steel does not dissolve in water or cement paste. Instead, the water-dispersible adhesive that holds fibres in small bundles softens or disperses during mixing, allowing the individual fibres to separate and distribute through the concrete. Even dispersion depends on the fibre design, the mix proportions, the addition sequence, and the mixer’s action. At BEKA, we recommend treating dispersion as a process to verify with a trial mix—not as an automatic result of adding fibres.
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Glued steel fibres are supplied in lightly bonded bundles so they can be handled and fed into a mixer more consistently than a loose mass of individual fibres. During mixing, water and cement paste interact with the adhesive, while the mixer’s mechanical action helps separate the bundle into individual fibres. The exact rate of separation depends on the adhesive and fibre product, as well as the concrete mix and mixing conditions. The fibres themselves remain as discrete steel reinforcement within the hardened concrete.
Bundling can help with packaging, transport, and feeding, but the bundles must separate adequately in the intended concrete mixture. If they remain partly intact, they may form visible clusters or “fibre balls,” which can interfere with uniformity and make placement more difficult. A well-designed adhesive supports handling while allowing separation under suitable mixing conditions. Buyers should confirm that the fibre product is intended for the planned concrete application and mixing method.
Start by reviewing the approved concrete mix design, fibre type, and specified dosage with the project’s technical team. The amount of fibre, the aggregate grading, the water-to-cementitious-material ratio, and the use of admixtures can all influence workability and dispersion. There is no single fibre dosage or mixing schedule that fits every application. We advise evaluating the proposed combination in a representative trial before scaling up.
Use a mixer that is suitable for the batch size and is in serviceable condition, with no hardened concrete or obstructions that could affect circulation. First establish a reasonably uniform base mix according to the plant’s approved production procedure. If the concrete is already difficult to mix or has insufficient workability for the intended placement, fibre addition may make uniform distribution harder to achieve. Do not add water outside the approved mix design simply to make fibre mixing easier.
Introduce the fibres at a controlled rate rather than tipping a large quantity into one spot. Gradual feeding gives the mixer more opportunity to draw the bundles into the moving concrete and reduces the chance that bundles will collect together. As a practical trial parameter, a plant may compare feeding over approximately 30–60 seconds, adjusting the procedure to the product, batch size, and equipment. This is a starting range for evaluation, not a universal manufacturer requirement.
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After the final fibres are added, allow enough mixing for the bundles to separate and the fibres to distribute. A trial may compare approximately 3–5 minutes of additional mixing, but the required time depends on the mixer and the mix design. Excessive mixing is not automatically beneficial, so assess the result rather than relying on time alone. Check representative portions from at least 3 locations in the batch or discharge stream for visible clusters and consistency.
| Factor | Why it matters | What to check |
|---|---|---|
| Fibre feed rate | A concentrated feed can encourage bundles to collect before they separate. | Feed steadily and observe whether the mixer draws fibres into the batch. |
| Concrete workability | Mix consistency affects how materials circulate and combine. | Use the approved mix design and verify workability using the project’s normal controls. |
| Aggregate grading and size | Aggregate content and grading influence the space and movement available for fibres. | Review the mix proportions and assess the intended placement method. |
| Mixer type and condition | Mixing action and equipment condition affect circulation and dispersion. | Confirm the batch size and mixing procedure are appropriate for the equipment. |
| Fibre product and dosage | Bundle design and fibre quantity influence how the material behaves during mixing. | Use product information and trial results to establish a suitable procedure. |
When comparing glued steel fibre suppliers, ask for clear product information and practical guidance on handling, feeding, and trial mixing. Useful details include fibre dimensions and configuration, bundle presentation, packaging, recommended storage conditions, and any application-specific instructions the supplier can substantiate. Ask how the supplier supports evaluation of the fibre in your mix, while keeping final approval with your concrete and project teams. A supplier should distinguish product guidance from project-specific performance guarantees.
For a meaningful comparison, keep the concrete mix, batch size, mixer, fibre dosage, and inspection method consistent between trials. Record the order of addition, feed duration, mixing time, workability observations, and any visible clustering. Where the project has formal acceptance criteria, use those criteria rather than informal visual checks alone. A repeatable record helps the plant refine its process and makes discussions with the supplier more productive.
As a steel fibre supplier, BEKA can discuss product selection, packaging, and the information buyers need to plan a mixing trial. We encourage customers to share the intended application, concrete mix details, mixer type, batch size, and required fibre dosage so that product suitability can be reviewed in context. Any mixing recommendations should be confirmed through trials using the actual materials and equipment planned for production. This approach helps buyers evaluate dispersion without assuming that one procedure will suit every plant.
Glued steel fibres disperse when the adhesive holding their bundles softens or disperses and the mixer’s action separates the fibres through the concrete. Even distribution is supported by a compatible mix, steady fibre feeding, suitable mixing, and checks at multiple points in the batch. The best mixing time and addition procedure must be established for the specific fibre, mix design, and equipment rather than treated as universal values. Before production, agree on a trial protocol with your technical team, document the results, and contact BEKA to discuss fibre options and product information for your application.
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