# Physical and Mechanical Properties of Composites Made with Aluminous Cement and Basalt Fibers Developed for High Temperature Application

Authors: Pavel Reiterman; Ondřej Holčapek; Marcel Jogl; Petr Konvalinka
Journal: Advances in Materials Science and Engineering
 (2015)

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## Abstract

Present paper deals with the experimental study of the composition of refractory fiber-reinforced aluminous cement based composites and its response to gradual thermal loading. Basalt fibers were applied in doses of 0.25, 0.5, 1.0, 2.0, and 4.0% in volume. Simultaneously, binder system based on the aluminous cement was modified by fine ground ceramic powder originated from the accurate ceramic blocks production. Ceramic powder was dosed as partial replacement of used cement of 5, 10, 15, 20, and 25%. Influence of composition changes was evaluated by the results of physical and mechanical testing; compressive strength, flexural strength, bulk density, and fracture energy were determined on the different levels of temperature loading. Increased dose of basalt fibers allows reaching expected higher values of fracture energy, but with respect to results of compressive and flexural strength determination as an optimal rate of basalt fibers dose was considered 0.25% in volume. Fine ground ceramic powder application led to extensive increase of residual mechanical parameters just up to replacement of 10%. Higher replacement of aluminous cement reduced final values of bulk density but kept mechanical properties on the level of mixtures without aluminous cement replacement.


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## Body

## 1. Introduction

The main aim of current technology is the development of new type of composites which are made to measure to required conditions. A common problem of new types of structures made from high performance materials is their behaviour in certain specific conditions and situations. Typical example of such specific situation is fire; lack of fire resistance can be expected especially in case of very subtle concrete structures.Concrete undergoes sequences of structural changes by actual thermal load level. First phase is the evacuation of physically bonded water taking place up to 200°C. Low permeability of high performance concrete (HPC) causes internal stresses incurred by accumulated steam. Sudden escape of steam is often reason of surface spalling of high performance concrete (HPC). The behaviour of concrete surface layer of HPC with special consideration to spalling was described in [1, 2]. This deficiency is necessary to be solved by another additional protection in the form of fire tiling or other kind of arrangement.For Portland cement based concrete and other composites the reaching of thermal load of 400°C is significant, when important product of hydration, Ca(OH)2-portlandite, decomposes to quick lime and CO2. Origin of lime during temperature loading or some fire accident could be source of secondary internal stresses because of lime hydration. That has an extensive sense of inconvenience of limestone application as aggregate as well as fine ground additive to high temperature resistance concrete. Another undesirable volume changes are attendant exhibition of quartz transformation after exceeding thermal rate of 573°C. Crack formation caused by the above mentioned changing usually has devastating effect on traditional concrete because of usually high volume of quartz in the mixture. Residual mechanical parameters are achieving about 15% of original values which is notably bellow designed requirements [3]. To reach sufficient resistance to high temperature of composites is necessary to include into the composition design properties of all components, as described.In connection to thermal loading was highlighted expansion caused by structural transformation of SiO2 and cement hydrates because of its strong destructive effect. But the initial part of thermal loading of cement based composites is affected by contraction, due to water escaping, which increases gradient of total volume changes. Observable evidence of tensile strength exceeding is crack formation. Usually, different types of fibers are applied to reduce undesirable internal tension in concrete mixture. To improve fire resistance of concrete authors in [4] studied the possible application of PVA fibers on concrete and its residual strength after exposure to 600°C. Combustible fibers contribute to increased fire resistance only by creating escaping channels for steam after their burning out [5]. Steel fibers are often used for tunnel lining to improve spalling resistance, which is, in case of such structures required, to protect bar reinforcement, but recrystallization of steel limits their application on higher temperatures than 600°C and cannot ensure their permanent parameters.Development of fire barriers, which are based on aluminous cement, has become an integral part of building industry, especially with regard to the current global political and security situation. Aluminous cement has excellent characteristics in relation to the high temperatures in comparison to traditional Portland cement. But fundamental problem of aluminous cement production is its increased energy consumption. Production temperature of aluminous cement is higher than of commonly used Portland clinker.To reduce negative environmental impact of cement production there are very often applied several types of additives for traditional structural concrete, such as fly ash, silica fume, ground limestone, and ground blast furnace slag. Unsufficient chemical properties of these mineral additives fundamentally limit their application on composites loaded to high temperature. Cement replacement by fine ground ceramic powder (FGCP) could be an interesting solution for refractory composites development, although reaction mechanism is fundamentally different than in case of Portland cement hydration. FGCP is generated during ceramic production as waste material without any other practical utilization yet.Ratio of aggregate in traditional structural concrete is about 85% of concrete volume [6]. Refractory composites are usually formulated as fine grain concrete mixtures with relatively high dose of aluminous cement which is necessary assumption of good resistance to high temperature [7]. Common dose of aluminous cement for refractory composites is about 30% in volume which well document their economical and energy consumption. Higher ratio of fine compounds in concrete mixture allows the good space distribution of used fibers [8]. But for their efficient and full employment to reach the adequate anchoring is important.Basalt Fibers. Fundamental advance of nonmetal fibers production began during fifties of the twentieth century with development of aviation and according to special requirements of army [9, 10]. Natural basalt is the worldwide spread material of volcanic origin, primarily resistant to corrosion in acid and also in alkaline environment, and is characterized by excellent resistance to high and low temperatures from −260°C to +750°C. An additional advantage of basalt is its high hardness (8.5 by Mohs), which greatly affects the increase in concrete resistance to abrasion. Basalt tiles are indispensable part of numbers of pieces of technology equipment in chemical and metallurgical industry. Igneous rocks as basalt have a sufficient melting temperature, just about 1500–1700°C, which allows their great industry application in form of fibers [8, 11].Basalt is consisting of number of oxides with essential impact on its final properties. Dominant SiO2 is represented by 43.3–47.0% of weight, content of Al2O3 is just about 11.0–13.0%, CaO and MgO are both represented in case of basalts of common chemical composition by 8.0–12.0%, and other oxides form just up to 5% of weight [12, 13]. Chemical properties, especially content of SiO2, influence the possibility of processing to fibers. Recommended limit up to 46% SiO2 could ensure good workability of melted mixture without undesirable crystallization during hardening [14].Basalt fibers are predominantly produced in form of continual fiber which is cut to required length. Intensive development of basalt fibers in form of textiles, bars, roving, and so forth is also caused by the absence of health risks when compared to toxic asbestos fibers [15]. With respect to current requirements for building materials the low price of basalt fibers when compared to glass or steel fibers is interesting. Substance of present fact lies in quite easy production process where it is not necessary to add other additives or admixtures or any necessary surface treatment [16, 17]. High dose of fibers reduces workability of fresh mixture [18].Resistance to high temperatures, alkali-resistance, and extremely low absorbability allow wide application of basalt fibers on building industry and technical practise. Long-term durability of basalt fibers and excellent mechanical and shielding properties enable their application on nuclear plants structures [19, 20].Generally, basalts contribute to improved properties of concrete because of similar physical properties as traditional aggregates, for example, bulk density [21]. Optimal and effective dose of basalt fibers for fine grained concrete is about 0.5% in volume. The use of 1 to 2% of the fiber volume may be beneficial in structural application where there is a requirement of high energy absorption capability, improved resistance against delamination, spalling and fatigue, modulus of rupture, impact resistance, and the fracture toughness of the concrete [22].Aluminous Cement. High alumina cement contains the principal hydraulic minerals such as CA (calcium aluminate) and CA2 (calcium aluminate). History of high aluminous cement production started in the twenties of the 20th century. Rapid evolution of initial mechanical parameters was convenient for postwar requirements of building industry at the time which was focused on the restoration of infrastructure. Hydration of aluminous cement could be expressed by the following equations (1) and (2) by using traditional cement chemistry nomenclature (C = CaO; S = SiO2; H = H2O; A = Al2O3): (1)CA+10H⟶CAH10(2)2CA+11H⟶C2AH8+AH3Hydrated high aluminous cement proves having sufficient resistance to chemical corrosion compared with Portland cement, because of absence of portlandite. Progress of hydration process of high aluminous cement is closely affected by temperature [23]. Unfortunately, increased curing temperatures lead to metastable hydrates formation.Several collapses of load bearing structures made from aluminous cement in the seventies and eighties intensified the scientific research of aluminous cement hydration products and their long-term properties. Common problem of aluminous cement lies in the risk of subsequent conversion of hydration products and decrease of composite mechanical parameters when temperature of hardening mixture exceeds just about 35°C. Conversion of metastable hydrates is expressed by(3)3CAH10⟶C3AH6+2AH3+18H(4)3C2AH8⟶2C3AH6+AH3+9HThe core of the converse is the recrystallization of hexagonal C3AH6 to its cubic form with higher specific density. Increasing of binder porosity then leads to loss of integrity of such concrete and to gradual decreasing of mechanical parameters. It should be noted that structural aluminous cement concrete has been prohibited because of the risk of the above described conversion and weakening that can take place under certain temperature/humidity conditions [23, 24]. Conversion of aluminous cement and loss of mechanical properties are usually accompanied by visual changes when binding part of such concrete turns to red [25].The binder and its hydration product significantly control final properties, behavior, and thermal resistance of composite; in particular the contact zone between hydration products and surface of aggregates and fibers is of importance [26]. Despite restriction of aluminous cement for structural elements production, it stays to be an extremely important material for refractories development. Final resistance to high temperature of hydrated aluminous cement is determined by the content of Al2O3. Secar 71 (70% of Al2O3) was used because performed temperature loading exceeded 1000°C.Fine Ground Ceramic Powder (FGCP). Nowadays question of the influence of construction on quality of environment is often discussed. Therefore a number of laboratories are looking for solution of increasing negative impact closely associated with cement and concrete production. Attention of a number of research organizations is focused on the development of alternative binder systems and other substituents of cement in concrete.Actual decline of heavy industry, as a producer of majority of commonly used additives such as fly ash, silica fume, and ground blast furnace slag, is an essential problem because of lack of additives with suitable chemical compositions. One of the possibilities is using of fine ceramic powder generated from the manufacture of accurate brick blocks [27]. This waste material has pozzolanic properties as is confirmed by many of the buildings of ancient Rome [28, 29].Very important role in performance of concrete in severe environment is played by character of pore system. Influence of ceramic powder was studied in [30] to evaluate its utilisation in the lime based plasters, where positive impact on thermal properties was confirmed.Generally, pozzolanic additives retard initial evolution of mechanical properties but they provide very interesting values of long-term properties in relation to durability; predominantly in concrete technology is further application of various pozzolanic additive solutions to ensure suitable rheology, mechanical parameters, and durability properties presented by frost and chemical resistance [31].Efficiency of each mineral additive is influenced by its granularity and shape of particles. Often disadvantage of some mineral additives lies in the granularity and high specific surface because of decreasing rheological properties of fresh paste.It is important to note that mechanism of hydration of aluminous cement is different when compared to traditional Portland cement as well as role of mineral additives in studied binder system with absence of Ca(OH)2. Hydration of aluminous cement in presence of reactive siliceous additives is marked by the formation of stratlingite in AFm phase closely related to C2AH8 [23]. Theoretically, stratlingite could be formed in the system CaO-SiO2-Al2O3-H2O according to (5)(5)C2AS+8H⟶C2ASH8Detailed description of aluminous cement hydration in presence of siliceous components was researched in [32, 33]. Some research works were focused on study of various siliceous additives [34–36] in aluminous cement, but application of FGCP is novel. Retarding of initial mechanical parameters and reduction of hydration heat can be concluded from similar focused research works. Formation of stratlingite has a high importance because of its stability in ambient condition and good cementing properties [37] which ensures long-term durability [38].The objective of this paper was to develop aluminous cement based composite for high temperature application. Undesirable environmental impact related to aluminous cement production was reduced by partial replacement by FGCP. Secondary beneficial effect of FGCP application lies in positive influence on processes of hydration and formation of stable C-A-S-H hydrates. Prevention of conversion of metastable hydrates of pure aluminous cement is an essential problem of this binder system. Basalt fibers were applied to ensure suitable ductility and mechanical properties of designed composite.


## 2. Materials and Methods

### 2.1. Mixture Design

FGCP was used as replacement of aluminous cement gradually up to 25%. However, process of hydration of aluminous cement in presence of siliceous components is highly dependent on actual chemical composition and physical properties of binder components; specific surface (m2·kg−1) and chemical analysis were determined.Experimental program was focused on the study of basic physical, mechanical, and fracture properties of refractory composites with ceramic powder replacement and with different amount of basalt fibers (0.25%, 0.5%, 1.0%, 2.0%, and 4.0%).Application of efficient plasticizer is necessary to preserve good workability and low rate of water-cement ratio. Polycarboxylate plasticizer was used in dose of 2.5% of binder based on previous research. Negative impact of mentioned organic compound even its flammability was not confirmed [39].Fine crushed basalt aggregates of two fractions, 0–4 mm and 2–5 mm, were designed into the composite composition because their absence could reduce final mechanical properties. Application of natural aggregates significantly contributes to the economic aspects of composite materials. Particle size distribution of used basalt aggregates and FGCP was investigated by using EU standard system of sieves. Present design of fine grain composites makes varied dose of basalt fibers possible, including relatively high dose.Dose of basalt fibers of length 12 mm was gradually increased in the logarithmical sets from the minimum of 0.25 just up to 4.0% of mixture volume. This reinforcing was applied for each modification of binder by FGCP. Detailed composition of all studied composites is shown in Table1. Sets of prismatic specimens of dimensions 40 × 40 × 160 mm3 were produced for following testing.Table 1
Composition of studied composites.
Basalt fibers (%)
Basalt aggregates (kg·m−3)
Fine components (kg·m−3)
Liquids (kg·m−3)
0.0%
0.25%
0.5%
1.0%
2.0%
4.0%
0/4 mm
2/5 mm
Cement Secar 71
FGCP
Water
Plasticizer Sika 1035
0 (kg)
7.25 (kg)
14.5 (kg)
29.0 (kg)
58.0 (kg)
116.0 (kg)
R-0
A-0
B-0
C-0
D-0
E-0
880
220
900
0
224
22.75
R-5
A-5
B-5
C-5
D-5
E-5
880
220
855
45
224
22.75
R-10
A-10
B-10
C-10
D-10
E-10
880
220
810
90
224
22.75
R-15
A-15
B-15
C-15
D-15
E-15
880
220
765
135
224
22.75
R-20
A-20
B-20
C-20
D-20
E-20
880
220
720
180
224
22.75
R-25
A-20
B-25
C-25
D-25
E-25
880
220
675
225
224
22.75


### 2.2. Temperature Loading

Gradual temperature loading was performed in the automatic electric furnace at the 10°C/min heating rate. After reaching required level (600°C or 1000°C) samples were after other three hours spontaneously cooled down. Figure1 clearly describes whole temperature loading process in time. Reference specimens to thermal loaded ones were dried at 105°C for 24 hours (to evaporate free water from inner pore structure) before testing.Figure 1
Temperature loading scheme.


### 2.3. Investigated Parameters

The investigated parameters were determined on dried samples at 105°C and then after thermal loading (600°C and 1000°C). Bulk density of studied composites was investigated on the base of the actual weight and accurate dimensions of specimens. Changes of bulk density are related to structural transformation and mineralogical changes during heating [31].All tests of mechanical properties were carried out according to the standard CSN EN 196-1 [40] on prismatic specimens 40 × 40 × 160 mm3. Flexural strength ftm measurement was organized as a three-point test with supports distance of 100 mm and was calculated by help of the maximum reached force. Because of determination of fracture energy specimens were equipped with notch of just 15 mm depth. For this testing we used universal loading machine MTS 100 allowing us to control experiment by the deformation speed which was set up to 0.2 mm/min.The compressive strength (fcm) test was performed on two fragments left after flexural test. The area under compressive load (40 × 40 mm2) has been demarcated by the loading device. From the numerical output of flexural test values of fracture energy Gf (J·m−2) were finally calculated as a property suitable to evaluate flexural behaviour of fiber-reinforced composites because of exactly expressed work (J) necessary to break tested cross section [41], highlighted area at Figure 2. For the determination of fracture energy RILEM recommendation (6) was used [42]. Each set of specimens was presented by just three pieces except for compressive strength fcm which is average from six performed measurings:(6)Gf=1a·b-n∫0δmax⁡FδdδGf: fracture energy (J·m−2), F: force (N), δ: deflection (mm), a: width (m), b: height (m), and n: depth of notch (m).Figure 2
Expression of fracture energy.


## 2.1. Mixture Design

FGCP was used as replacement of aluminous cement gradually up to 25%. However, process of hydration of aluminous cement in presence of siliceous components is highly dependent on actual chemical composition and physical properties of binder components; specific surface (m2·kg−1) and chemical analysis were determined.Experimental program was focused on the study of basic physical, mechanical, and fracture properties of refractory composites with ceramic powder replacement and with different amount of basalt fibers (0.25%, 0.5%, 1.0%, 2.0%, and 4.0%).Application of efficient plasticizer is necessary to preserve good workability and low rate of water-cement ratio. Polycarboxylate plasticizer was used in dose of 2.5% of binder based on previous research. Negative impact of mentioned organic compound even its flammability was not confirmed [39].Fine crushed basalt aggregates of two fractions, 0–4 mm and 2–5 mm, were designed into the composite composition because their absence could reduce final mechanical properties. Application of natural aggregates significantly contributes to the economic aspects of composite materials. Particle size distribution of used basalt aggregates and FGCP was investigated by using EU standard system of sieves. Present design of fine grain composites makes varied dose of basalt fibers possible, including relatively high dose.Dose of basalt fibers of length 12 mm was gradually increased in the logarithmical sets from the minimum of 0.25 just up to 4.0% of mixture volume. This reinforcing was applied for each modification of binder by FGCP. Detailed composition of all studied composites is shown in Table1. Sets of prismatic specimens of dimensions 40 × 40 × 160 mm3 were produced for following testing.Table 1
Composition of studied composites.
Basalt fibers (%)
Basalt aggregates (kg·m−3)
Fine components (kg·m−3)
Liquids (kg·m−3)
0.0%
0.25%
0.5%
1.0%
2.0%
4.0%
0/4 mm
2/5 mm
Cement Secar 71
FGCP
Water
Plasticizer Sika 1035
0 (kg)
7.25 (kg)
14.5 (kg)
29.0 (kg)
58.0 (kg)
116.0 (kg)
R-0
A-0
B-0
C-0
D-0
E-0
880
220
900
0
224
22.75
R-5
A-5
B-5
C-5
D-5
E-5
880
220
855
45
224
22.75
R-10
A-10
B-10
C-10
D-10
E-10
880
220
810
90
224
22.75
R-15
A-15
B-15
C-15
D-15
E-15
880
220
765
135
224
22.75
R-20
A-20
B-20
C-20
D-20
E-20
880
220
720
180
224
22.75
R-25
A-20
B-25
C-25
D-25
E-25
880
220
675
225
224
22.75


## 2.2. Temperature Loading

Gradual temperature loading was performed in the automatic electric furnace at the 10°C/min heating rate. After reaching required level (600°C or 1000°C) samples were after other three hours spontaneously cooled down. Figure1 clearly describes whole temperature loading process in time. Reference specimens to thermal loaded ones were dried at 105°C for 24 hours (to evaporate free water from inner pore structure) before testing.Figure 1
Temperature loading scheme.


## 2.3. Investigated Parameters

The investigated parameters were determined on dried samples at 105°C and then after thermal loading (600°C and 1000°C). Bulk density of studied composites was investigated on the base of the actual weight and accurate dimensions of specimens. Changes of bulk density are related to structural transformation and mineralogical changes during heating [31].All tests of mechanical properties were carried out according to the standard CSN EN 196-1 [40] on prismatic specimens 40 × 40 × 160 mm3. Flexural strength ftm measurement was organized as a three-point test with supports distance of 100 mm and was calculated by help of the maximum reached force. Because of determination of fracture energy specimens were equipped with notch of just 15 mm depth. For this testing we used universal loading machine MTS 100 allowing us to control experiment by the deformation speed which was set up to 0.2 mm/min.The compressive strength (fcm) test was performed on two fragments left after flexural test. The area under compressive load (40 × 40 mm2) has been demarcated by the loading device. From the numerical output of flexural test values of fracture energy Gf (J·m−2) were finally calculated as a property suitable to evaluate flexural behaviour of fiber-reinforced composites because of exactly expressed work (J) necessary to break tested cross section [41], highlighted area at Figure 2. For the determination of fracture energy RILEM recommendation (6) was used [42]. Each set of specimens was presented by just three pieces except for compressive strength fcm which is average from six performed measurings:(6)Gf=1a·b-n∫0δmax⁡FδdδGf: fracture energy (J·m−2), F: force (N), δ: deflection (mm), a: width (m), b: height (m), and n: depth of notch (m).Figure 2
Expression of fracture energy.


## 3. Results and Discussion

Detailed chemical composition of used aluminous cement and applied FGCP is shown in Table2, as well as values of specific surface. High fineness of studied cement supplementary material determines its suitable reactivity.Table 2
Chemical properties of used aluminous cement and FGCP.
Chemical properties
Secar 71
FGCP
Al2O3
70.80%
13.98%
CaO
27.50%
8.18%
SiO2
0.58%
63.45%
Fe2O3
0.42%
5.39%
Na2O
0.27%
0.90%
MgO
0.21%
—
K2O
0.06%
2.43%
TiO2
—
0.77%
Specific surface area
381 m2·kg−1
336 m2·kg−1Particle size distribution of used basalt aggregates and FGCP is shown in Figure3. Grading of basalt aggregates presents optimal composition. FGCP contains relatively high amount of coarser particles which is documented by the sieve test. Just about 70% of grains of FGCP are smaller than 0.125 mm.Figure 3
Granularity of used fine grounded ceramic powder and used basalt aggregate.The values presented in Table3 are means from three samples (except for compressive strength fcm which is average from six performed tests) which were loaded up to two high temperature levels. Reference set of specimens were dried to 105°C to equilibrium weight to limit negative impact of the steam evacuating during the heating process, which could cause undesirable spalling and cracks formation. Then intended samples were heated up to 600°C and 1000°C. Besides absolute values relative values [%] are added related to the reference samples dried to 105°C for each mixture.Table 3
Results of basic mechanical parameters measurement.
105°C
600°C
1000°C
ρ
f
tm
f
cm
ρ
f
tm
f
cm
ρ
f
tm
f
cm
(kg·m−3)
(MPa)
(MPa)
(kg·m−3)/(%)
(MPa)/(%)
(MPa)/(%)
(kg·m−3)/(%)
(MPa)/(%)
(MPa)/(%)
R-0
2330
5.2
47.7
2260
97.0
2.1
40.4
31.1
65.2
2185
93.8
1.5
28.8
18.8
39.4
R-5
2326
5.4
46.9
2216
95.3
4.2
77.8
39.4
84.0
2151
92.5
2.3
42.6
22.6
48.2
R-10
2327
5.5
48.5
2250
96.7
3.8
69.1
40.5
83.5
2199
94.5
2.0
36.4
20.9
43.1
R-15
2320
6.7
50.3
2247
96.9
4.1
61.2
45.0
89.5
2195
94.6
2.2
32.8
21.5
42.7
R-20
2355
8.2
53.3
2258
95.9
5.0
61.0
49.2
92.3
2232
94.8
2.0
24.4
23.5
44.1
R-25
2291
7.9
48.9
2201
96.1
4.4
55.7
41.2
84.3
2182
95.2
3.3
41.8
29.9
61.1
A-0
2280
13.2
113.5
2175
95.4
5.7
43.2
68.3
60.2
2130
93.4
3.4
25.8
27.1
23.9
A-5
2326
15.8
132.5
2164
93.0
6.5
41.1
74.2
56.0
2155
92.6
3.0
19.0
28.5
21.5
A-10
2370
16.7
133.0
2178
91.9
7.4
44.3
89.1
67.0
2167
91.4
4.3
25.7
37.7
28.3
A-15
2360
16.0
130.3
2189
92.8
8.6
53.8
87.0
66.8
2125
90.0
4.3
26.9
38.8
29.8
A-20
2340
15.1
126.0
2153
92.0
7.9
52.3
85.3
67.7
2135
91.2
4.8
31.8
37.8
30.0
A-25
2345
13.5
97.0
2140
91.3
6.5
48.1
62.6
64.5
2125
90.6
3.2
23.7
31.5
32.5
B-0
2440
11.9
100.5
2320
95.1
5.9
49.6
64.1
63.8
2270
93.0
3.7
31.1
36.2
36.0
B-5
2441
12.8
95.3
2320
95.0
6.3
49.2
63.6
66.7
2280
93.4
3.8
29.7
40.8
42.8
B-10
2425
13.1
91.7
2284
94.2
6.5
49.6
59.8
65.2
2255
93.0
3.6
27.5
39.6
43.2
B-15
2402
12.9
84.5
2238
93.2
5.8
45.0
56.2
66.5
2237
93.1
3.6
27.9
34.4
40.7
B-20
2342
12.5
82.1
2215
94.6
5.7
45.6
54.8
66.7
2205
94.2
3.4
27.2
35.1
42.8
B-25
2306
12.9
80.2
2135
92.6
6.1
47.3
52.0
64.8
2125
92.2
3.2
24.8
35.2
43.9
C-0
2250
13.4
93.9
2180
96.9
6.2
46.3
52.7
56.1
2120
96.4
3.7
27.6
26.4
28.1
C-5
2408
12.3
95.7
2275
94.5
5.8
47.2
55.9
58.4
2223
92.3
3.7
30.1
31.1
32.5
C-10
2415
12.0
98.7
2287
94.7
5.8
48.3
53.6
54.3
2217
91.8
3.9
32.5
32.3
32.7
C-15
2342
11.6
94.5
2225
95.0
6.0
51.7
51.4
54.4
2135
91.2
4.1
35.3
28.6
30.3
C-20
2312
11.2
92.1
2198
95.1
5.5
49.1
50.3
54.6
2108
91.2
4.0
35.7
28.1
30.5
C-25
2247
10.7
89.0
2104
93.6
5.0
46.7
48.7
54.7
2067
92.0
3.8
35.5
27.6
31.0
D-0
2400
12.3
94.1
2225
92.7
6.6
53.7
58.6
62.3
2210
92.1
3.8
30.9
29.8
31.7
D-5
2343
14.1
90.0
2196
93.7
7.1
50.4
55.1
61.2
2165
92.4
3.8
27.0
27.1
30.1
D-10
2332
13.9
93.2
2210
94.8
7.3
52.5
57.9
62.1
2151
92.2
3.7
26.6
29.5
31.7
D-15
2265
13.6
90.2
2138
94.4
6.9
50.7
54.6
60.5
2125
93.8
4.0
29.4
24.3
26.9
D-20
2264
13.4
97.9
2130
94.1
6.8
50.7
62.3
63.6
2095
92.5
4.2
31.3
32.4
33.1
D-25
2275
12.3
99.4
2120
93.2
6.9
56.1
64.4
64.8
2083
91.6
4.2
34.1
33.3
33.5
E-0
2186
18.0
99.1
2072
94.8
9.8
54.4
58.8
59.3
1954
89.4
3.9
21.7
21.1
21.3
E-5
2095
18.9
87.5
1940
92.6
7.7
40.7
42.8
48.9
1886
90.0
4.0
21.2
20.0
22.9
E-10
2064
19.3
82.4
1905
92.3
8.1
42.0
40.7
49.4
1845
89.4
4.2
21.8
22.4
27.2
E-15
2002
18.9
79.8
1898
94.8
8.5
45.0
39.7
49.7
1815
90.7
3.6
19.0
18.9
23.7
E-20
2005
18.3
78.4
1870
93.3
6.9
37.7
37.9
48.3
1810
90.3
4.1
22.4
20.8
26.5
E-25
1996
17.9
77.0
1840
92.2
6.5
36.3
35.4
46.0
1801
90.2
4.4
24.6
21.8
28.3We can observe (Figure4) the gradual decay of bulk density due to effect of high temperature, when physically bounded water is evaporated first. Increase of temperature leads to further decrease of bulk density which is caused by partial chemical decomposition of hydration products. Application of FGCP as aluminous cement replacement led to slight reduction of bulk density of heated and nonheated samples.Figure 4
Impact of different composition and temperature loading on bulk density.With increasing dose of basalt fibers the bulk density is getting down which is probably caused by air-entraining effect of extreme high amount of fibers, but it is very interesting that higher dose of basalt fibers reduces residual values too. Dose of 0.50% of basalt fibers seems to be optimal according to total and residual values of bulk density.Flexural strength was essentially affected by the basalts fibers application. Increased amount of used fibers led to increase of flexural strength but not exactly according to their total dosage. Final values of flexural strength of mixtures with fibers application do not differ much (Figure5). Final values in case of the lowest (0.25%) and the highest (4.0%) dosage are rather similar, so for such formulated mixtures the dosage of 4.0% in volume is economically limiting. It is probably caused by imperfect space distribution of used fibers in such formulated mixture composition with coarser aggregates which is well documented on the results of fracture energy determination described below.Figure 5
Impact of different composition and temperature loading on flexural strength.Very interesting finding offers the evaluation of impact of FGCP replacement on studied composites in relation to flexural strength results which often pay for important material parameters. Residual values of flexural strength of each set of mixtures exhibit nearly similar results which well document great potential of studied additive for wider utilization. By comparison of relative values of flexural strength we can observe increasing stability of all studied mixtures.Final values of compressive strength well correspond with flexural strength results. Application of basalt fibers increased total values of compressive strength but higher dose of basalt fiber led to reduction of this parameter, however, as well as in case of flexural strength seeming to be not effective (Figures5 and 6). Objective of refractory composites is the evaluation of residual values which were in case of compressive strength positively affected by FGCP application. Increasing of mixture stability, marked on relative values, is more extensive in sets of mixture with lower dose of fibers. Generally final results of compressive strength are quite similar both in terms of ceramic powder replacement and in terms of basalt fibers application which is more optimistic predominantly for studied additive because of explicit savings.Figure 6
Impact of different composition and temperature loading on compressive strength.Investigation of fracture properties serves usually to complement experimental program for better description of ongoing changes because of extensive sensitiveness of present methodology. The fracture energy values reflect the failure mechanism and deformation properties of studied composites, and especially can describe the failure mode (fragile or soft) and the softening part of stress-strain diagram. Results of previous research [43] exhibited that, besides exact evaluation of composition changes, investigation of fracture energy could document the microstructural changes due to high temperature impact which is noticeable in Figure 7. Original brittle behavior of studied composites evinced apparent softening. Detailed results of fracture energy determination are shown in Table 4, a graphical illustration in Figure 8.Table 4
Fracture energy of studied composites.
Mixture
Basalt fiber volume (%)
FGCP replacement (%)
Fracture energy (J·m−2)
105°C
600°C
1000°C
R-0
0
0
50.1
47.6
39.6
R-5
5
65.8
60.4
52.3
R-10
10
68.4
63.5
58.6
R-15
15
75.3
65.5
55.6
R-20
20
87.8
72.3
51.2
R-25
25
70.5
55.4
53.4
A-0
0.25
0
110.3
60.4
22.9
A-5
5
135.9
68.7
52.9
A-10
10
179.4
82.0
66.1
A-15
15
209.2
93.9
70.7
A-20
20
185.2
84.3
78.0
A-25
25
160.4
79.3
77.9
B-0
0.50
0
275.5
128.3
82.5
B-5
5
315.2
135.4
89.2
B-10
10
302.4
142.8
95.6
B-15
15
295.8
128.9
68.7
B-20
20
281.5
117.4
72.5
B-25
25
303.8
148.4
70.6
C-0
1.0
0
207.0
71.4
63.9
C-5
5
218.6
112.6
68.7
C-10
10
215.2
99.5
65.0
C-15
15
216.0
86.9
61.2
C-20
20
227.6
85.6
62.1
C-25
25
238.8
94.7
72.9
D-0
2.0
0
127.2
94.3
57.0
D-5
5
182.7
109.5
63.9
D-10
10
179.9
118.2
72.5
D-15
15
165.8
121.8
64.2
D-20
20
142.3
95.4
58.9
D-25
25
133.4
89.4
67.3
E-0
4.0
0
115.2
81.0
64.0
E-5
5
121.6
75.5
72.4
E-10
10
132.1
68.5
65.8
E-15
15
125.5
57.4
52.8
E-20
20
102.3
62.3
60.0
E-25
25
99.7
59.7
52.6Figure 7
Changes of mechanical behaviour due to temperature loading (example).Figure 8
Impact of different composition and temperature loading on fracture energy.Determination of fracture energy brought valuable information about impact of different composition of studied mixtures which were not entirely obvious especially for fiber application. On the background of fracture energy results we can well compare efficiency of fiber employment under testing.Dose of 0.50% of basalt fibers is considerably the best variation of applied amount of fibers which is not closely in compliance with flexural and compressive strength results. On the other side, the set of mixtures with 0.50% of basalt fibers exhibited the biggest decay of fracture energy due to temperature loading; nevertheless they are still slightly higher than other investigated mixtures. Residual values of fracture energy after loading up to 600°C are about 10% higher as well as for 1000°C temperature load.Optimal space distribution of fibers contributed partially to residual resistance. It has an essential sense for mixture composition optimization and for increasing of economical parameters of developed composites. Decrease of fracture properties of sets of mixtures “C”, “D,” and “E” (1.0, 2.0, and 4.0% of basalt fibers) was caused by deficient of cohesiveness of used fibers and binder matrix which was powered by line distribution of fibers. Then during loading they were not adequately bonded and slipped out the structure.Investigation of fracture energy confirmed results of basic mechanical test given to FGCP application. Binder matrix modified by addition of FGCP exhibited sufficient bond properties. For mixtures with lower content of basalt fibers (0.25 and 0.50%) values of fracture energy are getting higher with FGCP dosage as well as for mixtures without fibers. Because content of silica in FGCP is the general contribution of studied additive to residual properties noticeable particularly for composites loaded up to 600°C, influencing of residual values of fracture properties after 1000°C is quite similar for all sets of mixtures.


## 4. Conclusion

Residual properties of high temperature resistant composites with different composition were investigated in performed experimental program. Attention was paid to determination of influence of basalt fibers dose and to study of FGCP as aluminous cement replacement. The motivation was to develop high temperature resistant fiber-reinforced composite with reduced environmental impact. Basic physical, mechanical, and fracture properties before and after temperature loading were measured in order to evaluate the system behaviour.The most suitable and economic option is 10% replacement of aluminous cement by FGCP and application of basalt fibers dose 0.25% in volume in terms of all investigated residual parameters after exposure to 1000°C. Increased dose of basalt fibers did not exhibit increasing flexural and compressive strength as well as fracture energy which was probably caused by defective spatial distribution of fibers.Application of FGCP as a cement supplementary material seems to be very effective. FGCP significantly contributes to keeping the stability of all studied properties after high temperature loading which was declared on the results of studied residual properties measurement in comparison to reference mixtures. There is an expressive environmental benefit too with respect to economic aspects of used high aluminous cement and mentioned additive.



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