
Basalt fibers are made from basalt by melting it and then turning the melt into fibers. Basalt is an igneous rock formed from magma that cools rapidly, leading to the formation of very small crystals. Three types of basalt fibers can be distinguished:
The technology for producing basalt continuous fiber (BCF) is a one-stage process: melting, basalt homogenization, and fiber extraction. Basalt is heated only once. Further processing of BCF into materials is carried out using "cold technologies" with low energy costs.
Basalt fiber is made from a single material, crushed basalt, from a carefully chosen quarry source. Basalt of high acidity (over 46% silica content) and low iron content is considered desirable for fiber production. Unlike with other composites, such as glass fiber, essentially no materials are added during its production. The basalt is washed and then melted.
The manufacture of basalt fiber requires the melting of the crushed and washed basalt rock at about 1,500 °C (2,730 °F). The molten rock is then extruded through small nozzles to produce continuous basalt fiber filaments.
The basalt fibers typically have a filament diameter of between 10 and 20 μm, which is far enough above the respiratory limit of 5 μm to make basalt fiber a suitable replacement for asbestos. They also have a high elastic modulus, resulting in high specific strength—three times that of steel. Thin fiber is usually used for textile applications mainly for production of woven fabric. Thicker fibers are used in filament winding, for example, to produce compressed natural gas (CNG) cylinders or pipes. The thickest fibers are used for pultrusion, geogrid production, unidirectional and multiaxial fabric production, and as chopped strand for concrete reinforcement.
As of 2018, one potential application of continuous basalt fibers was to produce reinforcement bars that could replace traditional carbon-steel rebars, which are susceptible to corrosion in reinforced concrete after pH decreases due to concrete cover carbonation caused by atmospheric CO2. However, such a challenging application would necessarily require the use of low-alkali cement (LAC) when making concrete to prevent the harmful alkali–silica reaction from developing, which could otherwise dissolve at high pH the amorphous silica from basalt fibers, leading to the formation of damaging swelling silicagel that induces tensile stress in high-pH concrete.
The table refers to the continuous basalt fiber specific producer. Data from all the manufacturers are different, the difference is sometimes very large values.
| Property | Value |
|---|---|
| Tensile strength | 2.8–3.1 GPa (410–450 ksi) |
| Elastic modulus | 85–87 GPa (12,300–12,600 ksi) |
| Elongation at break | 3.15% |
| Density | 2.67 g/cm3 (0.096 lb/cu in) |
Comparison:
| Material | Density (g/cm3) |
Tensile strength (GPa) |
Specific strength |
Elastic modulus (GPa) |
Specific modulus |
|---|---|---|---|---|---|
| Steel rebar | 7.85 | 0.5 | 0.0637 | 210 | 26.8 |
| A-glass | 2.46 | 2.1 | 0.854 | 69 | 28 |
| C-glass | 2.46 | 2.5 | 1.02 | 69 | 28 |
| E-glass | 2.60 | 2.5 | 0.962 | 76 | 29.2 |
| S-2 glass | 2.49 | 4.83 | 1.94 | 97 | 39 |
| Silicon | 2.16 | 0.206–0.412 | 0.0954–0.191 | ||
| Quartz | 2.2 | 0.3438 | 0.156 | ||
| Carbon fiber (large) | 1.74 | 3.62 | 2.08 | 228 | 131 |
| Carbon fiber (medium) | 1.80 | 5.10 | 2.83 | 241 | 134 |
| Carbon fiber (small) | 1.80 | 6.21 | 3.45 | 297 | 165 |
| Kevlar K-29 | 1.44 | 3.62 | 2.51 | 41.4 | 28.7 |
| Kevlar K-149 | 1.47 | 3.48 | 2.37 | ||
| Polypropylene | 0.91 | 0.27–0.65 | 0.297–0.714 | 38 | 41.8 |
| Polyacrylonitrile | 1.18 | 0.50–0.91 | 0.424–0.771 | 75 | 63.6 |
| Basalt fiber | 2.65 | 2.9–3.1 | 1.09–1.17 | 85–87 | 32.1–32.8 |
| Material type | Elastic modulus (E) | Yield stress (fy) | Tensile strength (fu) |
|---|---|---|---|
| 13-mm-diameter steel bars | 200 GPa (29,000 ksi) | 375 MPa (54.4 ksi) | 560 MPa (81 ksi) |
| 10-mm-diameter steel bars | 200 GPa (29,000 ksi) | 360 MPa (52 ksi) | 550 MPa (80 ksi) |
| 6-mm-diameter steel bars | 200 GPa (29,000 ksi) | 400 MPa (58 ksi) | 625 MPa (90.6 ksi) |
| 10-mm-diameter BFRP bars | 48.1 GPa (6,980 ksi) | - | 1,113 MPa (161.4 ksi) |
| 6-mm-diameter BFRP bars | 47.5 GPa (6,890 ksi) | - | 1,345 MPa (195.1 ksi) |
| BFRP sheet | 91 GPa (13,200 ksi) | - | 2,100 MPa (300 ksi) |
The first attempts to produce basalt fiber were made in the United States in 1923 by Paul Dhe who was granted U.S. patent 1,462,446. These were further developed after World War II by researchers in the US, Europe and the Soviet Union especially for military and aerospace applications. Since declassification in 1995 basalt fibers have been used in a wider range of civilian applications.
Since October 18, 2017, JV 297.1325800.2017 "Fibreconcrete constructions with nonmetallic fiber has been put into operation. Design rules, "which eliminated the legal vacuum in the design of basalt reinforced fiber reinforced concrete. According to paragraph 1.1. the standard extends to all types of non-metallic fibers (polymers, polypropylene, glass, basalt and carbon). When comparing different fibers, it can be noted that polymer fibers are inferior to mineral strengths, but their use makes it possible to improve the characteristics of building composites.