Foamed concrete shows excellent physical characteristics such as low self weight, relatively high strength and superb thermal and acoustic insulation properties. It allows for minimal consumption of aggregate, and by replacement of a part of cement by fly ash, it contributes to the waste utilization principles. For many years, the application of foamed concrete has been limited to backfill of retaining walls, insulation of foundations and roof tiles sound insulation. However, during the last few years, foamed concrete has become a promising material for structural purposes. A series of tests was carried out to examine mechanical properties of foamed concrete mixes without fly ash and with fly ash content. In addition, the influence of 25 cycles of freezing and thawing on the compressive strength was investigated. The apparent density of hardened foamed concrete is strongly correlated with the foam content in the mix. An increase of the density of foamed concrete results in a decrease of flexural strength. For the same densities, the compressive strength obtained for mixes containing fly ash is approximately 20% lower in comparison to the specimens without fly ash. Specimens subjected to 25 freeze-thaw cycles show approximately 15% lower compressive strengths compared to the untreated specimens.
Foamed concrete is known as light-weight or cellular concrete. It is commonly defined as a cementitious material with a minimum of 20% (by volume) mechanically entrained foam in the mortar mix where air-pores are entrapped in the matrix by means of a suitable foaming agent [
Foamed concrete has been known for almost a century and was patented in 1923 [
For many years, the application of foamed concrete has been limited to backfill of retaining walls, insulation of foundations, and sound insulation [
With the increasing environmental challenges, it is paramount that sustainable materials are researched for a wider range of applications to offer feasible alternatives alongside conventional materials.
Foamed concrete, being an alternative to ordinary concrete, fulfills the criteria of the principles of sustainability in building constructions [
Besides contribution to the disposal of the waste products of thermal power plants, the addition of fly ash improves the workability of the fresh foamed concrete mix and has positive effect on drying shrinkage [
Despite its favourable and promising strength and physical properties, foamed concrete is still utilized in limited scale, particularly for structural applications. This is mainly due to the insufficient knowledge regarding its mechanical properties and small number of research on its fracture behaviour [
The main objective of this work is to investigate the mechanical characteristics of foamed concrete with varying density (400–1400 kg/m3). A series of tests was performed to examine compressive strength, elastic modulus, flexural strength, and material degradation characteristics after freeze-thaw cycles.
The materials used in this study were Portland cement, fly ash, water, and foaming agent. The compositions of the mix are presented in Table
Mix proportions.
Mix symbol | Foaming agent content (l/100 kg C) | Cement (kg) | Fly ash (kg) | Water (kg) | Foaming agent (kg) |
|
---|---|---|---|---|---|---|
FC1 | 2.00 | 25.00 | 0.00 | 10.50 | 0.50 | 0.44 |
FC2 | 4.00 | 25.00 | 0.00 | 10.00 | 1.00 | 0.44 |
FC3 | 6.00 | 25.00 | 0.00 | 9.50 | 1.50 | 0.44 |
FC4 | 8.00 | 25.00 | 0.00 | 9.00 | 2.00 | 0.44 |
FC5 | 10.00 | 25.00 | 0.00 | 8.50 | 2.50 | 0.44 |
FCA1 | 2.00 | 25.00 | 1.25 | 10.50 | 0.50 | 0.44 |
FCA2 | 4.00 | 25.00 | 1.25 | 10.00 | 1.00 | 0.44 |
FCA3 | 6.00 | 25.00 | 1.25 | 9.50 | 1.50 | 0.44 |
FCA4 | 8.00 | 25.00 | 1.25 | 9.00 | 2.00 | 0.44 |
FCA5 | 10.00 | 25.00 | 1.25 | 8.50 | 2.50 | 0.44 |
Cement chemical composition (%).
SiO2 | Al2O3 | Fe2O3 | CaO | MgO | SO3 | Na2O | K2O | Cl |
---|---|---|---|---|---|---|---|---|
19.5 | 4.9 | 2.9 | 63.3 | 1.3 | 2.8 | 0.1 | 0.9 | 0.05 |
Physical properties of cement.
Specific surface area (m2/kg) | Specific gravity (g/cm3) | Compressive strength (MPa) | |
---|---|---|---|
After days | |||
3840 | 3.06 | 2 | 28 |
28.0 | 58.0 |
To improve the workability and reduce shrinkage, fly ash was used in some mixes. The ash used met the requirements of PN-EN 450-1:2012. Its chemical composition is given in Table
Fly ash chemical composition (%).
SiO2 | Al2O3 | Fe2O3 | CaO | MgO | SO3 | Na2O | K2O |
---|---|---|---|---|---|---|---|
76.5 | 1.42 | 5.80 | 3.61 | 1.63 | 0.263 | 0.038 | 0.096 |
A commercial foaming agent was used to produce foam. The liquid agent was pressurized with air at approximately 5 bars in order to make the stable foam with a density of approximately 50 kg/m3. Cement pastes with 2 ÷ 10 litres of liquid foaming agent for 100 kg of cement were prepared.
Two different types of concrete mixes (one without fly ash and the other with fly ash) were used. In total, 10 mixes were produced, five specimens for one concrete mix (Table
The entire manufacturing process of foamed concrete must carefully consider the densities of the mix, the foaming production rate, and other factors in order to prepare high-quality foamed concrete. The key factors to produce stable foamed concrete were pressurizing of foaming agent at stable pressure and constant rotational speed of mixing the components.
All specimens, after casting in steel moulds, were covered and stored in a curing room at 20 ± 1°C and 95% humidity for 24 hours. Subsequently, the samples were removed from the moulds and stored in ambient conditions (at 20 ± 1°C and 60 ± 10% humidity) for 28 or 42 days before testing.
Foamed concrete is a relatively new material, and currently there are no standardized test methods to measure its physical and mechanical properties. Therefore, procedures for preparation of specimens and testing methods, usually used for ordinary concrete, were adapted in this research. The compressive strength, modulus of elasticity, and flexural strength were determined according to the recommendations: PN-EN 12390-3:2011 + AC:2012, Instruction of Research Building Institute No. 194/98, PN-EN 12390-13:2014, and PN-EN 12390-5:2011, respectively. The density was measured as per PN-EN 12390-7:2011.
Compressive strength was measured with 150 × 150 × 150 mm standard cubes as stated in PN-EN 12390-3:2011 + AC:2012. The loading rate was assumed according to PN-EN 772-1:2015 + A1:2015 as for cellular concrete masonry units.
Elasticity modulus was determined according to the Instruction of Research Building Institute No. 194/98 and PN-EN 12390-13:2014-02 with cylindrical specimens with the dimensions of 150 × 300 mm. The loading rate was 0.1 ± 0.05 MPa/s, according to PN-EN 679:2008 as for cellular concrete masonry units. Two electrical resistance strain gauges with 100 mm measurement length were bonded on two opposite sides of the specimens at mid-height. The stress-strain characteristic was recorded for the evaluation of modulus of elasticity.
Flexural strength was tested in three-point bending setup with beams 100 × 100 × 500 mm, according to PN-EN 12390-5:2011. The nominal distance between the supports was 300 mm. The rollers allowed for free horizontal movement. The specimens were loaded at constant displacement rate of 0.1 mm/min as an optimum value determined experimentally.
Degradation characteristics under freeze-thaw cycles were evaluated with 150 × 150 × 150 mm standard cubes. The compressive strength was determined with the procedure as described before. The test campaign consisted of 25 cycles of freezing and thawing. Each cycle included cooling of the specimens to the temperature of −18°C within 2 h. The samples were then kept frozen for 8 h at −18 ± 2°C and thawed in water at the temperature of +19°C ± 1°C for 4 h. Reference specimens were kept immerse in water as references.
The dosage of foaming agent highly influences the density of mix and hardened foamed concrete. Figure
Apparent density of foamed concrete specimens FC and FCA as a function of foaming agent content.
Cube foamed concrete specimens tested in compression present the mechanism of failure similar to ordinary concrete. A typical conical postbreakage failure pattern was observed for all specimens (Figure
Typical failure pattern observed during compression tests with cube specimens.
The compressive strengths of foamed concrete without ash (FC) and foamed concrete with addition of fly ash (FCA) as a function of apparent density are presented in Figure
Compressive strengths of foamed concrete FC and FCA as a function of density of foamed concrete.
Cylindrical foamed concrete specimens tested in compression present the mechanism of failure similar to ordinary concrete. A typical conical postbreakage failure pattern was observed for all specimens (Figure
Typical failure pattern observed during compression tests with cylindrical specimens.
Stress-strain relationships of cylindrical specimens FC and FCA.
Figure
Modulus of elasticity of foamed concrete FC and FCA as a function of density of foamed concrete.
Figure
Flexural strength as a function of density of foamed concrete.
Figure
Compressive strength of foamed concrete after 25 freeze-thaw cycles as a function of density.
Foamed concrete can achieve much lower densities (400 to 1400 kg/m3) in comparison to conventional concrete. A series of tests was carried out to examine the mechanical parameters of foamed concrete: compressive strength, flexural strength, and modulus of elasticity. Furthermore, the influence of 25 cycles of freezing and thawing on the compressive strength was examined.
The main conclusions that can be drawn from this study are the following: The dosage of foaming agent influences the density of mix and hardened foamed concrete. The density of foamed concrete is strongly correlated with the foam content in the mix. The compressive strength, modulus of elasticity, and flexural strength decreased with the decrease of the density of the foamed concrete; the polynomial functions were suggested to describe these relationships. The compressive strength and modulus of elasticity of foamed concrete were slightly decreased by the addition of 5% of fly ash. The compressive strength of foamed concrete subjected to freeze-thaw tests shows the values only approximately 15% lower comparing to untreated specimens.
The authors declare that they have no conflicts of interest.
This work was supported by the ongoing research project “Stabilization of weak soil by application of layer of foamed concrete used in contact with subsoil” (LIDER/022/537/L-4/NCBR/2013) financed by the National Centre for Research and Development within the LIDER Programme. The authors gratefully acknowledge the skills and commitment of laboratory technician Alfred Kukiełka, without whom the present study could not have been successfully completed.