| HS Code | 685238 |
| Product Name | STW Type 1-PVA Fiber Short Cut |
| Material | Polyvinyl Alcohol (PVA) |
| Fiber Form | Short Cut Monofilament |
| Tensile Strength | ≥ 10 cN/dtex |
| Elongation At Break | 6-8% |
| Young S Modulus | ≥ 250 cN/dtex |
| Fiber Length | 6 mm, 8 mm, 12 mm (customizable) |
| Fiber Diameter | 40-80 μm |
| Density | 1.29 g/cm³ |
| Cross Section | Circular |
| Melting Point | 220-230°C |
| Water Absorption | ≤ 5% |
| Alkali Resistance | Excellent |
| Dispersion In Water | Good |
As an accredited STW Type 1-PVA Fiber Short Cut factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.
| Packing | STW Type 1-PVA Fiber Short Cut is packaged in 20 kg moisture-proof woven bags, palletized and shrink-wrapped for protection. |
| Container Loading (20′ FCL) | 20′ FCL: STW Type 1-PVA Fiber Short Cut packed in cartons, palletized, loaded securely for safe transport. |
| Shipping | STW Type 1-PVA Fiber Short Cut ships as non-hazardous, moisture-sensitive material in sealed, labeled multi-wall bags or woven polypropylene packaging. Keep dry and away from direct heat. Standard palletized freight is used; ensure proper labeling and handling to prevent bag damage during transit. |
| Storage | Store STW Type 1-PVA Fiber Short Cut in a cool, dry, well-ventilated area, away from direct sunlight, heat sources, and ignition sources. Keep in original sealed packaging or compatible containers to prevent moisture absorption and contamination. Avoid exposure to excessive humidity. Maintain stable temperatures, and keep separate from oxidizing agents. Use proper handling and follow all safety data sheet recommendations for safe storage. |
| Shelf Life | Shelf life is indefinite when stored in a dry, cool area away from sunlight and moisture. |
STW Type 1-PVA short-cut fibre is introduced into high-ductility engineered cementitious composites at a volume fraction of 1.5–2.0 vol%. The fibre is characterised by a nominal density of 1.29 g/cm³, tensile strength commonly cited between 1,200–1,600 MPa, elastic modulus of 30–38 GPa, and cut length of 6 mm when specified for ECC matrices. The fibre surface carries an oiling agent, typically 0.8–1.2 wt%, that governs fibre–matrix interfacial bond. An excessively high chemical bond produces fibre rupture before pullout and suppresses multiple-cracking behaviour; an excessively low bond allows slip at small crack openings and reduces ultimate tensile capacity. The matrix design generally uses a water-to-cementitious-material ratio of 0.25–0.30, polycarboxylate-ether high-range water reducer at 0.4–0.8% by mass of cement, and quartz sand with maximum grain size below 0.3 mm to avoid fibre snagging in the mixer.
Production-scale batching on a forced-action planetary pan mixer requires staged addition. The dry cement, sand, and supplementary cementitious materials are blended first until the powder bed is uniform, after which water and dispersant are added and mixed for 60–90 seconds. The short-cut PVA fibre is introduced only after stable paste flow is established; premature addition at dough-like consistencies creates fibre balls that cannot be re-dispersed at fibre contents above 0.8 vol%. A paddle speed of 45–60 rpm is common, and the mixer drive current is monitored because a rise of 15–20% relative to the fibre-free paste usually indicates insufficient slump flow or hydrophobic agglomeration. Moisture absorption beyond 0.5% by fibre mass, frequently observed after storage at relative humidity above 70%, produces cluster formation and requires pre-drying at 40–50°C for at least 12 hours before batching.
Mechanical verification follows ASTM C1609/C1609M for flexural performance and JSCE SF-4 for direct tension. Published data for strained ECC show tensile strain capacity in the range 3–5% and average crack widths below 60 µm when oiling content, matrix toughness, and fibre aspect ratio are optimised. The same formulations commonly fall below 1% tensile strain capacity when fibre addition exceeds 2.5 vol% because inadequate paste volume prevents complete fibre coating and trapped air raises matrix porosity. Hydrothermal curing above 90°C or autoclave conditions can increase interfacial bond and shift the failure mode from multiple cracking to localised fracture; published data for this specific STW Type 1-PVA configuration under autoclave conditions remain limited.
| Measured property | Standard designation | Observation window |
|---|---|---|
| Mortar flow before fibre addition | ASTM C1437-20 | 180–220 mm |
| Flexural performance of fibre-reinforced concrete | ASTM C1609/C1609M-19 | residual load at net deflection L/150 relative to first peak |
| Direct tensile strain capacity | JSCE SF-4 | 3–5% for optimised ECC |
For wet-mix shotcrete, the fibre is added at the batching plant or at the nozzle through a pre-wetting hopper. Addition rates for plastic shrinkage crack control are commonly 0.9–1.8 kg/m³; toughness-driven replacement of welded wire mesh in temporary ground support more often uses 4–6 kg/m³ with cut length of 6–8 mm. The fibre must not be added directly into the rotating drum after the cement has begun to hydrate, because localised alkali and shear conditions produce fibre mats that block the pump screen. A screening plate with 12 mm openings and vibratory discharge are used to meter short-cut fibre onto the aggregate belt rather than introducing the fibre through the cement weigh hopper.
Hydraulic performance is controlled by the fresh-mix slump before fibre addition, typically 150–200 mm under EN 12350-2, and by pump hose diameter, which should be at least 2.5 times the cut length. Below this ratio, transient accumulation at a hose coupling creates a fibre mat that reduces effective bore diameter and increases pumping pressure by more than 30% within a few minutes. Nozzle air pressure for dry-mix application is kept at 5–7 bar; higher air pressure increases rebound and preferentially rejects lower-density PVA fibre. In-place density and early strength are verified under EN 14488-3 and EN 14488-7, while residual flexural toughness is assessed with ASTM C1550 or the EFNARC panel test. This substitution is generally limited to linings where crack widths below 0.2 mm are acceptable.
Unlike cementitious applications, the short-cut PVA fibre in wet-laid nonwovens and specialty paper must remain discrete until the drying section, where it becomes a thermally activated binder. Cut lengths are typically 3–6 mm and linear density is specified at 1.0–2.0 dtex to balance dispersion against mechanical entanglement. The fibre is charged to the pulper after the cellulosic furnish has been refined, usually at 5–30% by dry mass depending on whether the sheet is a high-porosity filter medium or a dense overlay. Headbox consistency is held below 0.2 wt% and stock temperature below 40°C to prevent the PVA surface from becoming tacky and forming rope-like aggregates on the forming wire.
Dispersion in white water depends on pH 6–8 and low anionic trash. Polyacrylamide dispersants at 0.05–0.15% by fibre mass are used when PVA loading exceeds 15% because the hydrophilic fibre can form visible flocks that produce low-strength zones in the sheet. Thermal binder activation is performed on a heated calender at 180–220°C with nip pressure of 30–70 kN/m, where the partially hydrolysed PVA surface softens without full melting. If calender temperature drops below 170°C, binder activation is incomplete and the sheet exhibits surface linting; above 230°C, fibre shrinkage and yellowing occur before acceptable bonding develops. Tensile strength is measured under ISO 1924-2, air permeability under ISO 5636-3, and wet-strength retention under ISO 3781. Compliance for food-contact paper is assessed under 21 CFR 176.170 and EU Regulation (EC) No 1935/2004, but end-use confirmation must be obtained from the converter for specific aqueous or fatty food types.
Low-metallic and non-asbestos organic disc pad compounds use PVA short-cut fibre as an alternative or partial replacement for aramid pulp and mineral fibre, primarily to stabilise the preform during cold compaction and reduce density variation before hot pressing. Cut lengths of 3–5 mm are common, and addition levels in published formulations typically range from 2–8 wt% of the finished friction material. The fibre is blended into the dry mix in a ploughshare mixer at 120–150 rpm for 5–10 minutes, after which the mixture is pressed into preforms under 20–40 MPa at room temperature.
The main processing boundary is the decomposition onset of PVA, reported for fully hydrolysed grades in air near 200–220°C. Hot-press cycles for PVA-containing underlayers are therefore held at 140–160°C with press times of 5–8 minutes, followed by post-cure at 170–190°C for 3–4 hours; formulations without PVA may use post-cure temperatures up to 230°C. If the curing oven overshoots above 200°C, the PVA component begins to char and can produce gas pockets at the pad–backplate interface, reducing shear strength under ISO 6312. Brake performance is assessed on a dynamometer using SAE J2568 or ISO 26867, but published data for STW Type 1-PVA in full fade-recovery sequences are limited, and substitution should be validated on the specific pad geometry because the fibre contributes to friction stability but not to high-temperature fade resistance.
In an extruded gypsum core, PVA short-cut fibre improves green strength, edge hardness, and handling resistance before final drying. The fibre is introduced at 0.3–0.8 kg/m³ of board volume or 0.5–1.5 wt% of stucco mass in board lines processing high recycled gypsum content. Because the PVA surface is hydroxyl-rich, the fibre forms hydrogen bonds with free water and gypsum crystal faces during the setting reaction; this interaction reduces edge cracking when the wet board is transported at line speeds above 60 m/min.
The fibre is dispersed in the pin mixer after the stucco and water have formed a uniform slurry. Slurry pH is generally 6.5–7.5 and temperature below 50°C, which avoids premature softening of the PVA surface. Tests on hardened board follow ASTM C473 for flexural strength and nail pull resistance, and the finished board is classified under ASTM C1396/C1396M or EN 13279-1. A practical limitation occurs when high levels of citric acid or other low-pH retarders are used because prolonged wet slurry contact can swell the fibre and reduce pullout resistance before the gypsum sets.
Short-fibre-reinforced rubber compounds for seals, hoses, and belt reinforcement incorporate PVA short-cut fibre at 10–25 phr, using cut lengths from 3–6 mm. The addition sequence is determined by the polarity of the base polymer. In polar NBR, the hydroxylated PVA surface disperses more readily after carbon black and plasticizer have been incorporated; in nonpolar EPDM, the fibre is preferably pre-treated with resorcinol-formaldehyde-latex or a silane coupling system to reduce fibre-to-fibre self-agglomeration in the internal mixer.
Mixing is performed in an internal mixer with a fill factor of 0.70–0.80 and rotor speed of 40–60 rpm, with the fibre added after the compound temperature reaches 60–80°C. Adding the fibre too early generates excessive shear heating and fibre breakage, reducing aspect ratio and tensile reinforcement efficiency. Mooney viscosity is measured under ISO 289-1; fibre loading above 25 phr can raise Mooney viscosity by 20–35 Mooney units and make calendering width control unstable below 1 mm sheet thickness. After sulfur curing at 150–170°C, the fibre orientation in the extrusion or calender direction produces anisotropic tensile properties. Tensile strength and elongation are tested under ISO 37, tear strength under ISO 34-1, and hardness under ISO 48-4. In nonpolar EPDM, untreated PVA fibre at loads above 12 phr tends to form surface blooms on the uncured sheet after storage; the bloom is caused by absorbed moisture rather than migration, and vacuum drying at 40–50°C for 4–6 hours before mixing is often required when the compound is stored at relative humidity above 60%.
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STW Type 1-PVA Fiber Short Cut is a short-cut polyvinyl alcohol monofilament supplied in discrete chopped filaments. The Type 1 designation differentiates the short-cut morphology from continuous PVA rovings, fabrics, and specialty high-modulus PVA formats; it does not identify a single cut length. Distributor documentation lists standard cut lengths of 4 mm, 6 mm, 8 mm, and 12 mm, with tolerance bands typically controlled to ±0.5 mm on a sample of 100 fibres. Published class-typical values for high-tenacity PVA short-cut fibre are density 1.28 g/cm³ to 1.31 g/cm³, tensile strength 1,100 MPa to 1,600 MPa when tested according to ASTM D3822 or ISO 5079, elastic modulus 25 GPa to 40 GPa, and elongation at break 6% to 10%. The product is intended for cementitious reinforcement, fibre cement board, paper and wet-laid nonwovens, and selected thermoset or rubber compounding operations where the fibre surface hydroxyl functionality provides matrix interaction. Published independent data specific to STW Type 1 is limited; the values presented here are class-typical ranges, not lot-specific guarantees.
In cementitious systems, the introduction of short-cut PVA fibre at 0.5 vol% to 2.0 vol% increases yield stress and reduces slump. In a conventional ready-mix truck or pan mixer, ASTM C143/C143M slump values commonly decrease by 30 mm to 80 mm as fibre volume fraction increases from 0% to 1.5%; the magnitude is a function of aggregate grading, water-to-binder ratio, and addition sequence. Fibre balling at the mixer blades is a documented production-scale failure mode when dry fibre is added too early or discharged as a concentrated mass. Controlled addition through a screen or after initial water contact, with a forced-action mixer operating at 25 rpm to 45 rpm, typically disperses 1.0 vol% fibre within 120 s to 240 s. The hydrophilic PVA surface raises water demand relative to polypropylene fibre; water-to-binder ratio adjustments of 0.02 to 0.05 or a high-range water-reducing admixture are often required to restore flow. ASTM C1609/C1609M beam testing is the appropriate method for quantifying post-cracking residual load capacity; published PVA mortar studies report equivalent flexural strength ratio values from 0.20 to 0.70 at net deflections up to L/150, but these values are matrix-specific and should not be applied to STW Type 1 without trial batching.
Fibre geometry and cut-length distribution control both reinforcement efficiency and mixing behaviour. Short-cut PVA fibres of this class are typically supplied with nominal diameters of 14 µm to 40 µm; STW Type 1 documentation should be checked for the actual diameter and denier, because diameter directly influences fibre count per unit volume and specific surface area. A fibre with diameter 40 µm and length 8 mm has a nominal aspect ratio of 200:1; a fibre with diameter 14 µm and length 4 mm has a nominal aspect ratio of 286:1. At 1.0 vol% in mortar, the fibre count per cubic centimetre is approximately 1 × 10³ to 1.6 × 10⁴, depending on diameter and length distribution. Oversized or fused fibre bundles are a process defect: a size distribution with greater than 5% by weight retained on a 10 mm screen after dry sieving can increase balling in a pan mixer and reduce surface finish in precast facings. The surface finish is generally a proprietary dispersion sizing or no sizing; the presence of surface hydroxyl groups contributes to water wetting and cement paste adhesion, but it also increases sensitivity to humidity during storage. Equipment for verifying cut length includes image-analysis systems and mechanical sieves; ASTM D5103 or equivalent sampling methods are used for lot acceptance where the fibre is used in certified fibre cement products.
In polymer compounding, the short-cut PVA fibre is most frequently introduced into the melt through a side-stuffer on a co-rotating twin-screw extruder with L/D ratio between 40:1 and 52:1, rather than through the main feed throat, to avoid fibre degradation and screw blockage. Production-scale experience with short-cut reinforcing fibres indicates that feed zone temperatures should be kept below 200 °C when the fibre is introduced before the melting zone, because PVA thermally degrades near 220 °C to 230 °C and evolves volatiles that can create surface defects in the extrudate. Screw configurations with distributive mixing elements, such as gear or combing elements, are used before a vacuum devolatilisation port; the fibre addition rate in filled polymer compounds typically ranges from 1 wt% to 10 wt%, but above 15 wt% melt pressure fluctuations and strand instability have been observed. The fibre bulk density, commonly 0.4 g/cm³ to 0.6 g/cm³ for loose short-cut material, requires controlled feeder agitation to prevent bridging. Tensile properties of PVA-fibre-filled polymer compounds are evaluated according to ASTM D638 or ISO 527, with reported increases in elastic modulus ranging from 10% to 35% at 5 wt% fibre loading, depending on the matrix and fibre-matrix adhesion. If the matrix is a polar polymer or a reactive thermoset, the hydroxyl surface of PVA can interact with isocyanates, anhydrides, and epoxy groups; these interactions are exploited for interfacial adhesion but can shorten pot life in moisture-sensitive systems.
In open-mill rubber compounding, the fibre is added after the polymer band has formed, with roll nip settings between 1 mm and 3 mm and roll temperatures below 100 °C to prevent localised thermal damage. Dispersion is assessed by visual inspection for fibre bundles and by tensile anisotropy measurements on cured sheets according to ASTM D412; a difference of more than 15% between machine-direction and cross-direction tensile strength indicates incomplete dispersion or excessive fibre orientation.
Moisture uptake and hydrothermal stability are operational boundaries. PVA fibre absorbs water vapour; the equilibrium moisture content at 65% relative humidity and 23 °C is typically 4% to 6% by weight, and at 85% relative humidity it can exceed 10%. Storage in unsealed containers above 65% relative humidity has been associated with clumping and feeder bridging in continuous mixing lines. Pre-drying at 60 °C to 80 °C for 4 h to 8 h using a dehumidifying dryer with dew point below −30 °C is recommended before use in moisture-sensitive polymer systems. In cementitious systems, exposure to hot aqueous media above 60 °C can soften standard PVA fibre grades if they are not sufficiently acetalised; the Type 1 grade should be verified for hydrothermal resistance if the application involves autoclave curing above 120 °C. Fibre cement autoclave processing typically uses PVA fibre with high acetalisation, and a standard Type 1 grade may lose tensile properties under saturated steam at 180 °C unless the manufacturer explicitly certifies autoclave stability. Published independent data for this specific configuration is limited.
Comparative material selection requires a property matrix. Table 1 summarises class-typical values for PVA short-cut fibre, polypropylene short-cut fibre, and nylon 6 short-cut fibre; the data are extracted from supplier technical bulletins and standard textile fibre references, not from STW Type 1 lot data. Tensile values are normally obtained by ASTM D3822 or ISO 5079, density by ISO 10119, and moisture regain by gravimetric exposure at 23 °C and 65% relative humidity.
| Property | STW Type 1-PVA short cut class-typical range | Polypropylene short cut typical | Nylon 6 short cut typical |
|---|---|---|---|
| Density | 1.28 g/cm³ to 1.31 g/cm³ | 0.90 g/cm³ to 0.91 g/cm³ | 1.13 g/cm³ to 1.14 g/cm³ |
| Tensile strength | 1,100 MPa to 1,600 MPa | 300 MPa to 600 MPa | 600 MPa to 900 MPa |
| Elastic modulus | 25 GPa to 40 GPa | 3 GPa to 8 GPa | 2 GPa to 4 GPa |
| Elongation at break | 6% to 10% | 15% to 50% | 20% to 60% |
| Thermal transition | Decomposition near 220 °C to 230 °C | Melting 160 °C to 170 °C | Melting 215 °C to 225 °C |
| Moisture regain at 65% RH | 4% to 6% | 0.1% | 4% to 5% |
| Common cut lengths | 4 mm, 6 mm, 8 mm, 12 mm | 3 mm, 6 mm, 12 mm, 18 mm | Manufacturer-specific |
The following compliance positions are class-typical for synthetic short-cut fibres and must be confirmed against the STW Type 1 supplier certificate and safety data sheet. Independent certification for this specific configuration is not assumed.
| Area | Standard or regulation | Conformance basis |
|---|---|---|
| Restricted substances | RoHS 2011/65/EU Annex II | Not expected above 0.1% w/w for Pb, Hg, Cr(VI), PBB, PBDE; 0.01% w/w for Cd |
| SVHC screening | EU REACH candidate list | Supplier declaration for 0.1% w/w threshold |
| Quality system | ISO 9001 | Supplier certificate |
| Fibre length and linear density | ASTM D5103 | Lot acceptance using image analysis |
| Cementitious synthetic fibre category | ASTM C1116/C1116M | Type III synthetic fibre category |
Operational boundaries include moisture regain and hot-water sensitivity. Standard PVA short-cut fibre should not be processed at melt temperatures above 220 °C without degradation; compounding trials on twin-screw extruders should stage a temperature profile from 170 °C at the feed zone to 210 °C at the die. The fibre is not recommended for matrices requiring continuous service in hot aqueous media above 60 °C unless the manufacturer certifies hydrothermal stability. In acid environments below pH 3 or in strong oxidising baths, tensile strength loss exceeds 20% after 24 h exposure; therefore, the product is unsuitable for acid-cured phenolic compounds or chlorine-based sanitation exposure without protective encapsulation. Avoid combination with amine-based additives in epoxy systems because the alkaline amine can swell the PVA fibre surface and increase compound viscosity during mixing. Published data for this specific configuration is limited.