# Structural Classification of Basalt FRP at High Temperatures

Authors: Sudhir Vummadisetti; Sesha Ratnam Pasalapudi; Santosh Kumar Gottapu; Kranthi Kumar Goriparthi; Areda Batu
Journal: Advances in Materials Science and Engineering
 (2021)

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## Abstract

In this study, two different temperatures are considered to verify the mechanical response of basalt fiber-reinforced polymer specimens. Initially, fibers are subjected to 300°C temperature for 4 hours and 600°C temperature for 2 hours in an electrical muffle furnace effectively. Later, laminates were prepared with these fibers and machined into test strips to verify their mechanical properties by conducting tensile and flexural tests. These laminates were compared with specimens prepared with normal fibers, i.e., fibers without temperature treatment. Moreover, the ductility and elastic behavior of the basalt fiber-laminated specimens are studied to figure out the possible structural applications. The residual stress of specimens subjected to 300°C temperature under tensile loading is about 84%, whereas for 600°C temperature, it is only 13% of maximum stress. A similar trend has been observed for specimens tested under flexural loading condition. Hence, it is concluded that the basalt fiber-reinforced polymer laminate can withstand and depict satisfactory results up to 300°C elevated temperature irrespective of time.


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## Body

## 1. Introduction

Ductility is the capacity of a structural member to undertake large inelastic deformations without notable loss of strength or stiffness. Due to ductility, structures or materials can absorb energy by deforming into an inelastic range under the application of force. In other words, it is the ability to withstand plastic deformation before fracture which can be defined as the ratio of the ultimate deformation at an assumed collapse point to the yield deformation. For resistance to earthquake forces, the structure, elements, and connections shall be designed to have ductile failure to avoid sudden collapse. However, ductility is hard to achieve in many structural members such as deep beams, pile caps, and corbels. Since such members tend to fail mostly in the shear mode, the assumptions of the linear-elastic flexural theory and pure bending theory are not valid. These members require special considerations for design and detailing. Therefore, in order to achieve ductility, many design methodologies like Strut-and-Tie model and materials such as admixtures, plasticizers, and fibers are adopted. Moreover, with the increase in fire-related disasters around the world, the importance of fire-resistant construction is escalating.In recent decades, many researchers [1–11] have studied the properties and applicability of basalt fiber in structural members due to its high temperature resistance, high durability, high elastic strength, sustainability, etc. It has been found that satisfactory mechanical and thermal-resistant properties of structural members can be achieved using chopped basalt fibers, basalt fiber-reinforced polymer (BFRP) bars, BFRP sheets, laminates, etc. However, contradictory findings are also available in the literature regarding the residual mechanical strength of basalt fibers subjected to elevated temperature conditions. Therefore, in this work, an attempt has been made to study the mechanical properties of basalt fibers subjected to various temperature conditions. The chopped fibers could not be tested directly due to the smaller lengths, for which laminates are prepared to test the mechanical properties as per ASTM standards. The basalt fiber samples were elevated to different temperatures, and then, through mechanical testing, the residual stress of fibers was evaluated and compared. Therefore, in recent times, the basalt fibers are of importance in research because of its high mechanical properties, thermal resistance, durability, sustainability, low production cost, etc. Basalt filaments are formed by melting the basalt rock which passes through orifices and pullers over a roller [12]. The economic advantage, lower environmental impact, and higher mechanical strength are achieved because no additives are required to produce these fibers from high-strength basalt rocks. The authors of [12, 13] found that volcanic magma crystallizes to basalt with very low water content at the time of crystallization. Basalt rocks are the partial melting products of primitive rocks such as garnet peridotite. Basalt consists of minerals such as plagioclase and clinopyroxene along with olivine, nepheline, melilite, hypersthene, quartz, etc. Based on the original rock used, the produced fibers may exhibit different mechanical and chemical properties. Soares et al. [14] stated that acidic basalt which contains more than 46% of SiO2 is suitable for production of basalt fiber because in order to develop glass network, high silica content is necessary. As stated earlier, basalt fibers are available with different chemical compositions containing 51.56–57.5% SiO2, 16.9–18.2% Al2O3, 5.2–7.8% CaO, 1.3–3.7% MgO, 2.5–6.4% Na2O, 0.8–4.5% K2O, 4.0–9.5% Fe2O3, etc.Investigation was performed on temperature resistance of basalt fibers which generally has an operational temperature range from −200°C to 800°C [15]. Basalt fibers perform much better than glass fibers as the temperature range of basalt fibers is −269°C to 700°C as compared to glass fibers whose temperature range is from −60°C to 500°C [16]. Most of the studies show that basalt fibers perform very efficiently at high temperatures. However, contradictory results are found in different literature studies regarding the residual mechanical strength of basalt fibers subjected to elevated temperature conditions. The authors of [16] found that with the increase of time of exposure and elevated temperature up to 300°C, the strength of basalt fibers increased up to 19.1%. Also, 32.8% reduction of strength is observed in similar testing conditions [17]. Zollo et al. [16] explained that the reformation of fiber structure around the nucleating agents led to the thermal stability of the fibers. However, Arvo Ivar and Bjorklund [17] described from SEM and XRD analysis that the short-order structure of basalt fibers decreased in size which led to reduction in tensile strength. A lot of research was performed on functionally graded hybrid composite materials, and parametric study has also been performed on these novel layups [18–22]. This layup can be applied in case of basalt fibers also. Therefore, it is necessary to analyze residual mechanical strength of the basalt fiber specimens subjected to elevated temperatures because such variations occur due to the change in the crystalline structure of the fiber which is mainly governed by the presence of iron oxides.


## 2. Experimental Methods

### 2.1. Procedure

#### 2.1.1. Tensile Properties of BFRP Specimens

The in-plane tensile properties of polymer matrix composite materials reinforced with high-modulus fibers can be determined as per ASTM D 3039/D3039M [23]. Monotonically tensile load is applied on the flat strip of the material with a constant rectangular cross section which is mounted in the grips as shown in Figure 1.Figure 1
Tensile test of the BFRP specimen with a universal testing machine.The maximum load carried before failure is the ultimate failure strength of the material. Moreover, if the strain or displacement is monitored, then stress-strain response can be obtained. The speed of test should be controlled at a constant head displacement rate of 2 mm/min or a standard strain rate of 0.01 min−1.


#### 2.1.2. Flexure Properties of BFRP Specimens

Basalt fiber-reinforced polymer (BFRP) specimens were subjected to flexural load under the three-point bending system as shown in Figure2. Both rigid and semirigid materials in the shape of rectangular bars moulded directly or machined from plates, sheets, or moulded shapes can be tested within the 5% strain limit of the test methods [1].Figure 2
Three-point loading for testing of BFRP flexure specimens.As shown in Figure2, a bar of rectangular cross section resting on two supports is loaded at midway where the radius of the support is of minimum 3.2 mm to maximum 1.6 times the specimen depth, whereas the maximum radius of the loading nose is limited to 4 times the specimen depth. The support span-to-depth ratio of 16 : 1 should be maintained at a strain rate of 0.01 mm/mm/min. The failure occurs at a maximum strain of 5%. The rate of crosshead motion is determined using the following equation:(1)R=ZL26D.The flexural strength, chord, secant, or tangent modulus of elasticity and the total work can be measured by calculating the area under the load-deflection curve. If “r” is the strain in mm/mm, the mid-span deflection (D) can be calculated using the following equation:(2)D=rL26d.


### 2.2. Material Properties

#### 2.2.1. Basalt Fibers

Basalt fibers were acquired from Go Green Products, Chennai, which were of 24 mm length and diameter more than 5 microns (Go Green Products 2018). As per the supplier, the density was 2.6 g/cm3, melting point was 1450°C, and they constituted odorless golden shine fibers (Figure 3). Their chemical composition is shown in Table 1.Figure 3
Chopped basalt fibers.Table 1
Chemical composition of basalt fibers as provided by the supplier.
Chemical namePercentSiO251.6%–59.3Al2O314.6%–18.3CaO5.9%–9.4MgO3.0%–5.2Na2O + K2O3.6%–5.3TiO20.8%–2.25Fe2O3 + FeO9.0%–14.0Others0.09%–0.13


#### 2.2.2. Epoxy and Hardener

An epoxy resin of grade “Resin 691” and a hardener of grade “Reactive Polyamide 140” have been used. The ratio of the resin to hardener is maintained at 9 : 1 by weight [24]. The mechanical properties of the resin are given in Table 2.Table 2
Mechanical properties of Resin 691.
PropertyValueDensity (g/cm3)2.6Poisson’s ratio0.32Tensile strength (MPa)71Tensile stiffness (GPa)3.6Tensile failure strain (%)4.0Glass transition temperature (°C)91.23Decomposition temperature (°C)230The thermal properties of the basalt fiber are significant in the current study. Hence, the properties are depicted in Table3.Table 3
Thermal properties of the basalt fiber.
PropertyValueWork temperature, °C−269 to 700°CBlind temperature, °C1050°CThermal conductivity coefficient (w/m° K)0.03 to 0.038Maximum service temperature, °C650°CMelting temperature, °C1350°CFire blockerUpto 1200°CCoefficient of thermal expansion1.4 × 10−6/°Specific heat capacity0.86 J/g.K


## 2.1. Procedure

### 2.1.1. Tensile Properties of BFRP Specimens

The in-plane tensile properties of polymer matrix composite materials reinforced with high-modulus fibers can be determined as per ASTM D 3039/D3039M [23]. Monotonically tensile load is applied on the flat strip of the material with a constant rectangular cross section which is mounted in the grips as shown in Figure 1.Figure 1
Tensile test of the BFRP specimen with a universal testing machine.The maximum load carried before failure is the ultimate failure strength of the material. Moreover, if the strain or displacement is monitored, then stress-strain response can be obtained. The speed of test should be controlled at a constant head displacement rate of 2 mm/min or a standard strain rate of 0.01 min−1.


### 2.1.2. Flexure Properties of BFRP Specimens

Basalt fiber-reinforced polymer (BFRP) specimens were subjected to flexural load under the three-point bending system as shown in Figure2. Both rigid and semirigid materials in the shape of rectangular bars moulded directly or machined from plates, sheets, or moulded shapes can be tested within the 5% strain limit of the test methods [1].Figure 2
Three-point loading for testing of BFRP flexure specimens.As shown in Figure2, a bar of rectangular cross section resting on two supports is loaded at midway where the radius of the support is of minimum 3.2 mm to maximum 1.6 times the specimen depth, whereas the maximum radius of the loading nose is limited to 4 times the specimen depth. The support span-to-depth ratio of 16 : 1 should be maintained at a strain rate of 0.01 mm/mm/min. The failure occurs at a maximum strain of 5%. The rate of crosshead motion is determined using the following equation:(1)R=ZL26D.The flexural strength, chord, secant, or tangent modulus of elasticity and the total work can be measured by calculating the area under the load-deflection curve. If “r” is the strain in mm/mm, the mid-span deflection (D) can be calculated using the following equation:(2)D=rL26d.


## 2.1.1. Tensile Properties of BFRP Specimens

The in-plane tensile properties of polymer matrix composite materials reinforced with high-modulus fibers can be determined as per ASTM D 3039/D3039M [23]. Monotonically tensile load is applied on the flat strip of the material with a constant rectangular cross section which is mounted in the grips as shown in Figure 1.Figure 1
Tensile test of the BFRP specimen with a universal testing machine.The maximum load carried before failure is the ultimate failure strength of the material. Moreover, if the strain or displacement is monitored, then stress-strain response can be obtained. The speed of test should be controlled at a constant head displacement rate of 2 mm/min or a standard strain rate of 0.01 min−1.


## 2.1.2. Flexure Properties of BFRP Specimens

Basalt fiber-reinforced polymer (BFRP) specimens were subjected to flexural load under the three-point bending system as shown in Figure2. Both rigid and semirigid materials in the shape of rectangular bars moulded directly or machined from plates, sheets, or moulded shapes can be tested within the 5% strain limit of the test methods [1].Figure 2
Three-point loading for testing of BFRP flexure specimens.As shown in Figure2, a bar of rectangular cross section resting on two supports is loaded at midway where the radius of the support is of minimum 3.2 mm to maximum 1.6 times the specimen depth, whereas the maximum radius of the loading nose is limited to 4 times the specimen depth. The support span-to-depth ratio of 16 : 1 should be maintained at a strain rate of 0.01 mm/mm/min. The failure occurs at a maximum strain of 5%. The rate of crosshead motion is determined using the following equation:(1)R=ZL26D.The flexural strength, chord, secant, or tangent modulus of elasticity and the total work can be measured by calculating the area under the load-deflection curve. If “r” is the strain in mm/mm, the mid-span deflection (D) can be calculated using the following equation:(2)D=rL26d.


## 2.2. Material Properties

### 2.2.1. Basalt Fibers

Basalt fibers were acquired from Go Green Products, Chennai, which were of 24 mm length and diameter more than 5 microns (Go Green Products 2018). As per the supplier, the density was 2.6 g/cm3, melting point was 1450°C, and they constituted odorless golden shine fibers (Figure 3). Their chemical composition is shown in Table 1.Figure 3
Chopped basalt fibers.Table 1
Chemical composition of basalt fibers as provided by the supplier.
Chemical namePercentSiO251.6%–59.3Al2O314.6%–18.3CaO5.9%–9.4MgO3.0%–5.2Na2O + K2O3.6%–5.3TiO20.8%–2.25Fe2O3 + FeO9.0%–14.0Others0.09%–0.13


### 2.2.2. Epoxy and Hardener

An epoxy resin of grade “Resin 691” and a hardener of grade “Reactive Polyamide 140” have been used. The ratio of the resin to hardener is maintained at 9 : 1 by weight [24]. The mechanical properties of the resin are given in Table 2.Table 2
Mechanical properties of Resin 691.
PropertyValueDensity (g/cm3)2.6Poisson’s ratio0.32Tensile strength (MPa)71Tensile stiffness (GPa)3.6Tensile failure strain (%)4.0Glass transition temperature (°C)91.23Decomposition temperature (°C)230The thermal properties of the basalt fiber are significant in the current study. Hence, the properties are depicted in Table3.Table 3
Thermal properties of the basalt fiber.
PropertyValueWork temperature, °C−269 to 700°CBlind temperature, °C1050°CThermal conductivity coefficient (w/m° K)0.03 to 0.038Maximum service temperature, °C650°CMelting temperature, °C1350°CFire blockerUpto 1200°CCoefficient of thermal expansion1.4 × 10−6/°Specific heat capacity0.86 J/g.K


## 2.2.1. Basalt Fibers

Basalt fibers were acquired from Go Green Products, Chennai, which were of 24 mm length and diameter more than 5 microns (Go Green Products 2018). As per the supplier, the density was 2.6 g/cm3, melting point was 1450°C, and they constituted odorless golden shine fibers (Figure 3). Their chemical composition is shown in Table 1.Figure 3
Chopped basalt fibers.Table 1
Chemical composition of basalt fibers as provided by the supplier.
Chemical namePercentSiO251.6%–59.3Al2O314.6%–18.3CaO5.9%–9.4MgO3.0%–5.2Na2O + K2O3.6%–5.3TiO20.8%–2.25Fe2O3 + FeO9.0%–14.0Others0.09%–0.13


## 2.2.2. Epoxy and Hardener

An epoxy resin of grade “Resin 691” and a hardener of grade “Reactive Polyamide 140” have been used. The ratio of the resin to hardener is maintained at 9 : 1 by weight [24]. The mechanical properties of the resin are given in Table 2.Table 2
Mechanical properties of Resin 691.
PropertyValueDensity (g/cm3)2.6Poisson’s ratio0.32Tensile strength (MPa)71Tensile stiffness (GPa)3.6Tensile failure strain (%)4.0Glass transition temperature (°C)91.23Decomposition temperature (°C)230The thermal properties of the basalt fiber are significant in the current study. Hence, the properties are depicted in Table3.Table 3
Thermal properties of the basalt fiber.
PropertyValueWork temperature, °C−269 to 700°CBlind temperature, °C1050°CThermal conductivity coefficient (w/m° K)0.03 to 0.038Maximum service temperature, °C650°CMelting temperature, °C1350°CFire blockerUpto 1200°CCoefficient of thermal expansion1.4 × 10−6/°Specific heat capacity0.86 J/g.K


## 3. Specimen Preparation

As per ASTM D3039/D3039M [3], five basalt fiber-reinforced (BFRP) specimens of uniform geometry should be prepared. The geometry depends on fiber orientation, gage length, grip type and length, use of tab, etc. At three places in the gage section, width (w) and thickness (h) are calculated to find the average cross-section area (A) from the following equation:(3)A=w×h.The laminates of size 310 × 310 × 2.5 ± (0.15) mm (length × width × thickness) are prepared in the mould developed at Advanced Composites Laboratory, BITS, Pilani. The mechanical properties of basalt fibers are characterized by subjecting them to elevated temperatures of 300°C and 600°C. Initially, the fibers are kept in an electric muffle furnace as shown in Figure4(a), and the fibers are removed after heating, as shown in Figure 4(b).Figure 4
Basalt fibers subjected to temperature heating: (a) muffle furnace; (b) fibers removed from muffle furnace after heating.
(a)(b)The mould of heavy flat metal base plates is used to apply uniform pressure to prepare the laminates, flat aluminum sheets are used for smooth surface finishing, and the outer rectangular blockboard ring is used to maintain the dimension of the laminates, as shown in Figure5. The matrix consists of the epoxy resin of grade “Resin 691” along with the hardener “Reactive Polyamide 140” at the ratio of 9 : 1 by weight. The ratio of the fiber to matrix is maintained as 0.6. Since the glass transition temperature of the resin is 91.23°C and decomposition temperature is 230°C only, the laminates are not tested at elevated temperatures but only the residual stress of fibers are calculated by preparing the laminates using the resin and hardener. Even though many attempts were made to prepare linearly oriented fiber-reinforced composite plates, due to the smaller length of the fiber and dispersion of epoxy resin, the orientation of fibers in the laminates was considered as randomly distributed. After mixing the fibers with the matrix, the plates are tightened using screws and kept for minimum 40 hours of conditioning.Figure 5
Aluminum sheets used for curing for smooth finishing.After proper conditioning of the laminates, specimens are prepared by cutting using a DoAll cutting machine at Mechanical Workshop, BITS, Pilani, as shown in Figure6. The tensile specimens of size 250 × 25 × 2.5 mm (length × width × thickness) are considered as per Table 2 of ASTM D 3039/D 3039M, and flexure specimens of size 12.7 × 2.5 mm (width × thickness) with varying lengths are used to accommodate at least 10% overhanging after maintaining 16 : 1 span-to-depth ratio conforming to ASTM D790 [25].Figure 6
Dimensioning and cutting of specimens from the laminates with a DoAll machine.Three types of specimens have been prepared in this study. One with fibers without any temperature treatment, other with fibers subjected to 300°C elevated temperature, and the last with fibers subjected to 600°C elevated temperature. These three specimens are named as BFRP-I, BFRP-II, and BFRP-III, respectively. Laminates are machined, and all the 5 specimens (both for tensile and flexural tests) are depicted in Figure7.Figure 7
Test specimens: (a) tensile and (b) flexural specimens.
(a)(b)The coefficient of variation of the tensile and flexural stress of the specimens tested has been calculated using equation (4) to maintain the quality of work done. The coefficient of variation for all the specimens is not greater than 10% which is considerable:(4)x¯=∑xin.


## 4. Results and Discussion

The BFRP specimens are tested, and the results are discussed as follows.


### 4.1. Tensile Behavior

The failure of the BFRP specimen tested in a universal testing machine is shown in Figure8. The type of failure observed was lateral gage middle (LGM) failure since the crack appeared laterally at the mid-position of the specimen. A similar type of failure was observed in all the specimens tested under tensile load.Figure 8
Failure of the BFRP specimen under tensile loading.The stress-strain graphs of BFRP-I, BFRP-II, and BFRP-III are depicted in Figure9, and the bar charts representing the maximum stress obtained and the maximum strain obtained at peak stress are also shown in Figure 12.Figure 9
Stress-strain response of tensile BFRP specimens.BFRP-I has obtained the highest tensile stress among other specimens subjected to elevated temperature. It is worth noting that specimens elevated at 600°C have the least tensile stress. Hence, it is observed that increase in tensile stress is observed until 300°C temperature. Further increase in temperature leads to decrease in tensile stress. Although the stress is low, temperature-elevated specimens exhibit ductile nature; i.e., the failure of the specimens is not catastrophic.


### 4.2. Flexural Behavior

The specimens are tested under a three-point bending apparatus as shown in Figure10. The soffit of the specimen was fractured upon the application of load at the middle as shown in Figure 10.Figure 10
Three-point bending test conducted on the BFRP specimen.The flexural stress-strain graphs are plotted in Figure11. It is observed that BFRP-I, i.e., the specimen without temperature curing, obtained the highest flexural stress among other specimens. The BFRP-II specimen has higher flexural stress than the BFRP-III specimen. A similar trend has been observed in the case of tensile specimens.Figure 11
Stress-strain response of flexural BFRP specimens tested at room temperature and elevated temperature.As shown in Figures12 and 13, the residual tensile stress of basalt fibers elevated to 300°C is around 84%, whereas for 600°C, it is around 13% of maximum stress. However, the strain at maximum stress shows that ductile behavior of the specimen is maintained even at 600°C which signifies that even at higher temperature, the fibers perform quite well in case of serviceability. The reduction of stress due to higher temperature may not be due to change in the crystalline structure of the fibers but also due to poor interlaminar shear strength. The specimens are ductile in nature since none of the specimens collapsed suddenly (see Figures 9 and 11).Figure 12
Tensile bar charts: (a) maximum stress with respect to specimen; (b) strain at maximum stress obtained.
(a)(b)Figure 13
Flexure bar charts: (a) maximum stress with respect to specimen; (b) strain at maximum stress obtained.
(a)(b)Particularly, in comparison with the tensile results, it was discovered that the residual stress of flexure basalt fibers elevated at 300°C is approximately 54% of the maximum stress, while it is approximately 10% of the maximum stress in the case of fibers elevated at 600°C.The current study’s structural applications are diverse. The laminates made of basalt fiber can be used as a direct material or as a retrofitting material. Roof panels, pultruded beams, load bearing I-sections, partition members, pedestrian bridges, railway sleepers, and other structural members made of basalt fibers can be used directly. The basalt fibers can be utilized for column wrapping and slab strengthening by connecting the fiber sheet at the soffit and as near surface mounted members in the case of retrofitting technique. The following are some of the applications for basalt fiber-reinforced polymer laminates. The added benefit of this material, in particular, is that it is thermally resistant.


## 4.1. Tensile Behavior

The failure of the BFRP specimen tested in a universal testing machine is shown in Figure8. The type of failure observed was lateral gage middle (LGM) failure since the crack appeared laterally at the mid-position of the specimen. A similar type of failure was observed in all the specimens tested under tensile load.Figure 8
Failure of the BFRP specimen under tensile loading.The stress-strain graphs of BFRP-I, BFRP-II, and BFRP-III are depicted in Figure9, and the bar charts representing the maximum stress obtained and the maximum strain obtained at peak stress are also shown in Figure 12.Figure 9
Stress-strain response of tensile BFRP specimens.BFRP-I has obtained the highest tensile stress among other specimens subjected to elevated temperature. It is worth noting that specimens elevated at 600°C have the least tensile stress. Hence, it is observed that increase in tensile stress is observed until 300°C temperature. Further increase in temperature leads to decrease in tensile stress. Although the stress is low, temperature-elevated specimens exhibit ductile nature; i.e., the failure of the specimens is not catastrophic.


## 4.2. Flexural Behavior

The specimens are tested under a three-point bending apparatus as shown in Figure10. The soffit of the specimen was fractured upon the application of load at the middle as shown in Figure 10.Figure 10
Three-point bending test conducted on the BFRP specimen.The flexural stress-strain graphs are plotted in Figure11. It is observed that BFRP-I, i.e., the specimen without temperature curing, obtained the highest flexural stress among other specimens. The BFRP-II specimen has higher flexural stress than the BFRP-III specimen. A similar trend has been observed in the case of tensile specimens.Figure 11
Stress-strain response of flexural BFRP specimens tested at room temperature and elevated temperature.As shown in Figures12 and 13, the residual tensile stress of basalt fibers elevated to 300°C is around 84%, whereas for 600°C, it is around 13% of maximum stress. However, the strain at maximum stress shows that ductile behavior of the specimen is maintained even at 600°C which signifies that even at higher temperature, the fibers perform quite well in case of serviceability. The reduction of stress due to higher temperature may not be due to change in the crystalline structure of the fibers but also due to poor interlaminar shear strength. The specimens are ductile in nature since none of the specimens collapsed suddenly (see Figures 9 and 11).Figure 12
Tensile bar charts: (a) maximum stress with respect to specimen; (b) strain at maximum stress obtained.
(a)(b)Figure 13
Flexure bar charts: (a) maximum stress with respect to specimen; (b) strain at maximum stress obtained.
(a)(b)Particularly, in comparison with the tensile results, it was discovered that the residual stress of flexure basalt fibers elevated at 300°C is approximately 54% of the maximum stress, while it is approximately 10% of the maximum stress in the case of fibers elevated at 600°C.The current study’s structural applications are diverse. The laminates made of basalt fiber can be used as a direct material or as a retrofitting material. Roof panels, pultruded beams, load bearing I-sections, partition members, pedestrian bridges, railway sleepers, and other structural members made of basalt fibers can be used directly. The basalt fibers can be utilized for column wrapping and slab strengthening by connecting the fiber sheet at the soffit and as near surface mounted members in the case of retrofitting technique. The following are some of the applications for basalt fiber-reinforced polymer laminates. The added benefit of this material, in particular, is that it is thermally resistant.


## 5. Conclusions

The following conclusions are made from this study:(1)
Basalt fiber has high tensile strength and modulus of elasticity, making it suitable for use in reinforced composites.(2)
The electrical insulation of basalt fiber is greater than that of glass fiber.(3)
The electromagnetic wave has excellent permeability; if a basalt fiber cloth is added to the building’s wall, it can produce good shielding for all types of electromagnetic waves.(4)
The residual stress of basalt fiber decreases, as the temperature increases in case of both tensile and flexural specimens irrespective of time.(5)
The experiment shows the sustainability and reusability of basalt fiber since at higher temperature, the ductile behavior is maintained and residual stress up to 300°C is still satisfactory.(6)
With the use of high-temperature-resistant epoxy resin, basalt fibers can be used in fire-resisting constructions very effectively.(7)
Excellent compatibility with metal, plastic, carbon fiber, and other materials is found. Also, the composite of basalt continuous fiber and various types of resin has a stronger bonding strength than of glass fiber and carbon fiber. In terms of strength, composites made of continuous basalt fiber are equivalent to E-glass fiber, but elastic modulus has obvious advantages in all types of fibers.



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