Home Physical Sciences Effect of polyvinyl alcohol fibers on mechanical properties of nano-SiO2-reinforced geopolymer composites under a complex environment
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Effect of polyvinyl alcohol fibers on mechanical properties of nano-SiO2-reinforced geopolymer composites under a complex environment

  • Peng Zhang , Cong Wang , Zhenhui Guo , Jian Hong and Fei Wang EMAIL logo
Published/Copyright: November 3, 2023
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Abstract

Buildings in service are severely affected by the complex environment with multiple coupled factors such as high temperatures, humidity, and inorganic salt attack. In this work, the mechanical properties of nano-SiO2-reinforced geopolymer composites (NSGPC) incorporated with varying dosages of polyvinyl alcohol (PVA) fibers were investigated under a complex environment. A simulated environmental chamber was employed to simulate the complex environment with relative humidity, temperature, and NaCl solution concentration of 100%, 45°C, and 5%, respectively. Fly ash/metakaolin geopolymer composites (GPCs) were fabricated by utilizing 1.5% nano-SiO2 by weight and five various dosages of PVA fibers by volume (0, 0.2, 0.4, 0.6, and 0.8%). The compressive strength, tensile strength, elastic modulus, and impact resistance of NSGPC eroded in a simulated environmental chamber for 60 days were determined. Then, the impact of the PVA fiber dosage on the mechanical properties of NSGPC under complex coupled environments was analyzed. In addition, scanning electron microscopy (SEM) was employed to evaluate and analyze the microstructural behavior of NSGPC under complex environments. Results indicated that the compressive strength, tensile strength, elastic modulus, and impact resistance of NSGPC increased with increasing PVA fiber to 0.6% and then decreased with a continuous increase to 0.8% but remained higher than those of the reference specimen. NSGPC exhibited the best performance at a PVA fiber dosage of 0.6%, which increased by 13.3, 12.0, 17.2, and 522%, respectively. The outcomes of SEM analysis indicated that the usage of PVA fiber and NS remarkably improved the mechanical properties and microstructural behavior of GPC by making the inner structure of GPCs more robust and compact under a complex environment. The outcomes of this work can provide theoretical guidance for buildings serving under a complex environment.

1 Introduction

As urbanization and industrialization further develop, cement is widely used in the construction field due to its excellent mechanical performance and low price. Nevertheless, during the mass production of cement, large dosages of toxic and harmful greenhouse gases are produced, which has a very serious impact on the ecological environment and human society [13]. Recent studies indicate that the annual global consumption of concrete is about 40 billion tons and CO2 emissions are about 10% of the total global CO2 emissions [46]. Hence, it is imperative to search for a low-carbon, environmentally friendly, green, and reliable material that can replace ordinary cement for reducing CO2 emissions and global sustainable development in the construction and industrial sectors.

Geopolymer has drawn considerable attention from researchers in recent decades owing to its excellent properties in compression strength and impact resistance [710]. It is usually made from industrial by-products rich in silica-aluminates or natural raw materials (i.e., metakaolin [MK], fly ash [FA], blast furnace slag, etc.) activated with alkali solutions (NaOH, Na2CO3, or Na2SiO3, etc.). During the mixing process, the silicon–aluminum bond is broken in the alkaline environment, and then the free silicate ions and [AlO4]4− undergo a condensation reaction to form Si–O–Al bonds, resulting in a stable three-dimensional net-like structure. Many studies have revealed that geopolymers have high early strength, high densification, and excellent erosion resistance [11,12]. However, similar to concrete, geopolymer, as a brittle material, has many disadvantages such as low tensile strength and poor toughness, which limit its application in practical projects with relatively high requirements for strength.

A variety of approaches have been employed to compensate for the lack of performance of the geopolymer composite (GPC). Among them, the utilization of nanoparticles (NPs) to enhance the properties of GPC is one of the most common methods used by researchers. The commonly employed nanomaterials include nano-SiO2 (NS), nano-TiO2, nano-CaCO3, and nano-Al2O3. Many reports have demonstrated that using a certain dosage of NPs instead of raw materials in concrete is convincing for enhancing the performance of the concrete composite [1,13,14,15]. Due to the unique properties of NPs in terms of small size effect, and surface effect, after being incorporated into GPC, NPs can fill in the tiny pores in GPC and improve its internal structure [16]. Also, NPs can be used as reactants to enhance the polymerization reaction and improve the interfacial bonding behavior of cementitious materials and aggregates [17].

Related research results indicate that the addition of fibers can improve the mechanical performance of GPCs, and enhance cracking resistance and toughness of GPCs [1821]. The fibers commonly blended in the GPC matrix are steel fibers [2224], polyvinyl alcohol (PVA) fibers [25,26], basalt fibers [27], polyethylene fibers [28], etc. Among them, the PVA fiber is an excellent choice to strengthen the toughness of GPCs owing to its good hydrophilicity, high toughness, green environment, and excellent acid and alkaline resistance [2932]. When the PVA fiber is incorporated into the GPC, the uniform distribution of fibers in the matrix can bear part of the external force, effectively reducing the weak areas in the inner structure of the GPC, also limiting its plastic deformation, reducing the number of cracks, and delaying the evolution of cracks [18,33]. Hence, PVA fiber is widely utilized as a reinforcement material in the field of construction for the preparation of PVA fiber-reinforced GPCs. It has been shown that the mechanical properties of GPCs with an appropriate dosage of PVA fibers were remarkably higher than those of the reference specimens without PVA fibers [34].

Greenhouse gas is making the external environment more complex. In such a complex environment, buildings in service, especially those in coastal areas, are most severely affected by multiple coupled factors (i.e., high temperatures, humidity, high salt concentration, etc.). Inorganic ions (e.g., Cl, SO 4 2 ) in seawater erode the inner structure of buildings by diffusion and osmosis [35,36,37]. Water in the humid environment acts as a carrier for the diffusion of inorganic ions in the matrix, facilitating the erosion action. High temperatures can cause water molecules and inorganic ions to become more active, so that the rate of penetration increases, thereby accelerating the corrosion effect [38]. Thus, the study of the strengthening method and strengthening mechanism of the specimen strength and toughness under a complex environment can be of great help for the engineering application in a complex coupled environment.

Though there are many studies on the performance of nano-SiO2 or PVA fiber-reinforced GPCs, studies on the use of nano-SiO2 in conjunction with PVA fibers in GPC under complex environments are still inadequate. This work aims to investigate the influence of PVA fiber dosage (by volume) on the mechanical properties of nano-SiO2-reinforced geopolymer composites (NSGPC) under complex environments. The compressive strength, tensile strength, elastic modulus, and impact resistance of NSGPC specimens after 60 days of erosion in a simulated environmental chamber were studied and analyzed. The microstructural characteristics of NSGPC were evaluated by scanning electron microscopy (SEM). The outcomes of this work can provide theoretical guidance for buildings serving in complex environments.

2 Experiments

2.1 Materials

The fibers with different properties made of high-quality PVA, shown in Table 1, were used as additives with four varying dosages (0.2, 0.4, 0.6, 0.8% by volume) in GPCs. The appearance of PVA fibers is shown in Figure 1.

Table 1

Properties of PVA fibers

Length (mm) Tensile strength (MPa) Specific gravity (g/cm3) Elongation at fracture (%)
9 1,400 1.32 15
Figure 1 
                  Appearance of PVA fibers.
Figure 1

Appearance of PVA fibers.

In this work, low-calcium FA and MK have been employed as geopolymer precursors. MK is a fine, pink-white, highly reactive mineral admixture with a mean particle size of 1.26 μm. FA is a fine-gray powdery solid ash with a density of approximately 2.16 g/cm3. The chemical composition of the precursor obtained from the X-ray fluorescence analysis is provided in Table 2.

Table 2

Chemical composition of precursors

Composition (wt%) SiO2 Al2O3 Fe2O3 MgO + CaO K2O + Na2O SO3 Other
MK 54.0 43.0 ≤1.3 ≤0.8 ≤0.7 ≥0.2
FA 60.98 24.47 6.70 5.58 0.52 1.75

The alkali activator for preparing GPCs contained Na2SiO3 (light-yellow liquid, about 40% solid, modulus: 3.2) and NaOH (pure white flaky solid, 99% purity). The dosage of NS in GPC is 1.5% by weight, which is due to the best mechanical properties of GPC at this dosage [39]. The performance of NS used in this work is given in Table 3.

Table 3

Properties of NS

Content (%) Specific surface area (m2/g) Mean particle size (nm) pH Bulk density (g/cm3)
99.5 200 30 6 0.035

2.2 Mix proportions and geopolymer synthesis

The proportions of GPCs prepared in this study are shown in Table 4. Five different GPCs were prepared by adding varying dosages of PVA fibers and an equal dosage of NS. The compressive strength, tensile strength, elastic modulus, and impact resistance of each group of GPCs were tested. In this work, the ratio of MK/FA was kept at 1.5, the water/binder ratio was 0.52, the aggregate/binder was considered 3.0, and the modulus of the alkali activator was kept at 1.3 for all samples. All GPCs were made with 1.5% NS (by weight) and PVA fibers (by volume) in dosages of 0.2, 0.4, 0.6, and 0.8%, respectively.

Table 4

Mix design

Mix ID Precursor (kg/m3) Alkali activator (kg/m3) Water (kg/m3) Coarse aggregate (kg/m3) Fine aggregate (kg/m3) NS (%) PVA fibers (%)
MK FA Na2SiO3 NaOH
C 273 195 286 53.2 79 1,072 577 0 0
NP-0.2 269 192 286 53.2 79 1,072 577 1.5 0.2
NP-0.4 269 192 286 53.2 79 1,072 577 1.5 0.4
NP-0.6 269 192 286 53.2 79 1,072 577 1.5 0.6
NP-0.8 269 192 286 53.2 79 1,072 577 1.5 0.8

In this study, a 50 L capacity mechanical mixer was employed for mixing in order to obtain a homogeneous and workable paste. First of all, in order to disperse the fibers, PVA fibers were incorporated into the mixtures and stirred for 2 min before the precursor and river sand were added to the alkali-activator solution. Then, the alkali activator, NS, and water were incorporated into the mix and mixed for 1 min, and subsequently, the graded gravel was added to the mixer and mixed for 2 min. Finally, the prepared GPC paste was poured into different kinds of molds to form the desired specimens. Each GPC specimen was maintained for 28 days at room temperature. Subsequently, the fabricated specimens were placed in an environmental simulation oven to perform a series of mechanical tests. Figure 2 provides the flow chart for fabricating the GPC.

Figure 2 
                  Preparation process of NSGPC.
Figure 2

Preparation process of NSGPC.

2.3 Environment simulation and test methods

2.3.1 Simulation of the complex environment

With reference to the complex environment of the southeastern coastal region of China, the effects of three coupled factors, namely humidity, temperature, and chloride salt erosion, on NSGPC were studied comprehensively. In this work, a simulated environmental test chamber produced by Shanghai Tong Rui Instrument and Equipment Co., Ltd. was employed to simulate the complex environment. Inside the test chamber, heaters and sprayers were adopted to simulate the changes in temperatures and humidity under external conditions. A reservoir was built in the simulated environmental chamber to store NaCl solution at a concentration of 5% for simulating the effect of chloride salt erosion on the specimens. Figure 3 presents the exterior and inner structure of the test chamber.

Figure 3 
                     Simulated environmental test chamber.  (a) Overall apperance and (b) inner layout.
Figure 3

Simulated environmental test chamber. (a) Overall apperance and (b) inner layout.

For the complex environment simulation, the relative humidity, temperature, concentration of the salt solution, and duration of the chamber were kept at 100%, 45°C, 5%, and 60 days, respectively. In addition, in order to simulate the complex outdoor environment more imaginatively and objectively, the dry–wet cycle method was employed in this experiment, i.e., each GPC specimen was dried for 3 days and immersed for 3 days in each cycle. Meanwhile, sprayers were employed to spray NaCl solution or water on the specimen to make the humidity and NaCl concentration meet the test requirements.

2.3.2 Compressive and splitting tensile strength test

A total of 15 cube specimens having sizes of 100 mm × 100 mm × 100 mm were fabricated to perform the compressive strength test of NSGPC according to GB/T50081-2019. A testing machine having a range of 2,000 kN was employed to load the NSGPC specimens at a uniform rate of 0.5 MPa/s until the specimens were damaged. For the objectivity of the results, three specimens were prepared for each proportion, and the mean value of the three NSGPC specimens was set as the compressive strength value of the group for the analysis and discussion of the effect of PVA fiber dosage on compressive strength.

Fifteen cube samples of NSGPC with sizes of 100 mm × 100 mm × 100 mm were prepared for the tensile strength test. NSGPC specimens were loaded by the test machine at a steady rate of 0.07 MPa/s until the specimens were destroyed. Each ratio consisted of three NSGPC specimens and the mean result was set as the final value for analysis and discussion in this work.

2.3.3 Elastic modulus test

Fifteen prismatic samples of NSGPC with sizes of 300 mm × 100 mm × 100 mm were fabricated to perform the elastic modulus test. The test machine was employed to load and unload the load continuously and uniformly at a rate of 0.5 MPa/s. For each proportion, three specimens were prepared and their mean results were used as the final values. The elastic modulus is obtained by

(1) E = P a P 0 A 3 × L Δ n ,

where E represents the elastic modulus, P a represents the load corresponding to the stress of 1/3 axial compressive strength, P 0 represents the load corresponding to 0.5 MPa stress, L represents the measured length, A 3 represents the pressurized area, and Δ n represents the mean deformation value of both ends of the sample as the load increases from P 0 to P a .

2.3.4 Impact resistance test

Similar to previous tests, a total of 25 cube samples of NSGPC with sizes of 100 mm × 100 mm × 100 mm were manufactured to perform the impact resistance test. A drop hammer tester with a 4.5 kg impact hammer was applied to determine the impact toughness of the NSGPC specimens. In detail, the number of impacts corresponding to the first crack in the specimen was defined as the number of initial crack impacts (N 1), the number of impacts corresponding to complete damage was defined as the number of damage impacts (N 2), and the impact toughness was the difference between N 2 and N 1. Each proportion consisted of five NSGPC specimens, and the mean findings after removing the maximum and minimum values were set as the standard values to ensure the objectivity of the results.

2.3.5 SEM test

In this work, SEM was employed to characterize the cracking characteristics of NSGPC specimens under complex environments. Before the test, fractured cubic samples with dimensions of 15 mm × 15 mm × 15 mm were placed in a drying oven and dried for 24 h. Subsequently, the NSGPC was sprayed with gold for the microscopic test. The microstructure of the NSGPC specimen was studied by SEM, the micro-morphology was analyzed, and the microform of the NSGPC specimen damage was explored to reveal the mechanism of the influence of the PVA fiber dosage on NSGPC at the microscopic level.

3 Experimental results and discussion

3.1 Compressive strength

The influence of the PVA fiber dosage on the compressive strength of NSGPC under the complex environment is depicted in Figure 4. The compressive strength of the reference GPC specimen under the complex environment is 37.32 MPa. The results indicated that an increase in the PVA fiber dosage to 0.6% led to an increase in the compressive strength of NSGPC, whereas the continuous increase of PVA fiber content to 0.8% caused a decrease in the compressive strength but still greater than the compressive strength of the reference GPC specimens. The compressive strengths of NSGPC specimens dosed with PVA fibers of 0.2% (NSGPC-0.2% PVA), 0.4% (NSGPC-0.4% PVA), and 0.6% (NSGPC-0.6% PVA) by volume enhanced by 10.2, 12.0, and 13.3%, respectively, compared with the reference specimens under the complex environment. Similarly, Yuan et al. [40] revealed that the compressive strength of the geopolymer concrete blended with 50% slag with 0.3% PVA fibers under a complex environment was 14.7% higher than that of the reference specimen. This can be attributed to the fact that the PVA fibers are uniformly dispersed in the NSGPC and inhibit crack initiation and crack propagation by a bridging effect [41,42,43]. Yet, the compressive strength of the specimens was only 12.6% higher than that of the reference NSGPC specimens when the dosage of PVA fibers was 0.8%, but it was still higher than that of the reference specimens under the complex environment. This may be the result of excessive PVA fiber aggregation inside the matrix destroying the dense, strong internal structure of NSGPC.

Figure 4 
                  Effect of the PVA fiber dosage on the compressive strength of NSGPC.
Figure 4

Effect of the PVA fiber dosage on the compressive strength of NSGPC.

From the findings of a previous study, it was evident that the compressive strength of GPC specimens mixed with NS was all higher than that of GPC specimens without NS [44]. This strongly demonstrates the advantage of incorporating 1.5% NS and varying dosages of PVA fibers in the GPC specimens. The enhancement of the compressive strength of GPC specimens with NS can be attributed to the homogeneous dispersion of NS in the matrix, which participates in the polymerization reaction and produces a large dosage of N–A–S–H gels resulting in a compact internal structure of GPC [39,45]. Therefore, it can be concluded that the addition of an appropriate content of PVA fibers and NS into the matrix can enhance the compressive strength of GPC specimens under a complex environment.

3.2 Splitting tensile strength

The influence of the PVA fiber dosage on the tensile strength of NSGPC specimens with 1.5% NS under the complex environment is shown in Figure 5. The findings indicated that the addition of PVA fibers had a certain degree of impact on the tensile strength of NSGPC under the complex environment. Specifically, the tensile strength of the NSGPC specimens having different contents of PVA fibers was higher than that of the reference specimens, and the NSGPC mixed with 0.6% PVA fibers obtained the highest tensile strength, which was 1.12 times higher than that of reference GPC specimens under the complex environment. Notably, Wang et al. [46] and Wang et al. [47] also discovered that incorporating a certain dosage of fibers in GPCs under complex environments can dramatically improve the tensile strength of NSGPC. Enhancement in tensile strength of NSGPC may be related to the dispersion of PVA fibers in the matrix of the specimen [48,49]. However, when the dosage of PVA fibers was 0.8%, the splitting tensile strength of the specimen was only 9% higher than that of the reference NSGPC specimen, but still higher than that of the reference specimen under the complex environment. This may be due to the excessive aggregation of PVA fibers that damaged the dense and strong internal structure of NSGPC.

Figure 5 
                  Effect of PVA fiber dosage on the tensile strength of NSGPC.
Figure 5

Effect of PVA fiber dosage on the tensile strength of NSGPC.

Similar to the enhancement of the compressive strength, the tensile strength of NSGPC containing different dosages of PVA fibers had a similar effect. In a previous study, the maximum tensile strength of the specimen was 1.95 MPa when 0.6% PVA fibers were added to the geopolymer without NS at high temperatures [50]. Similarly, the maximum compressive strength was 3.37 MPa with 0.6% of PVA fibers in this study, which was much greater than the previous results. Interestingly, the use of PVA fibers along with NS was more beneficial in improving the tensile strength of GPC compared to the reference specimen under the complex environment.

3.3 Elastic modulus

The elastic modulus is one of the crucial factors in evaluating the performance of engineering materials. Specifically, from a macroscopic perspective, the elastic modulus is a measurement of the capacity of a mixture to resist deformation, while from a microscopic perspective, it is a response to the strength of the bonds between molecules and atoms within the structure. Hence, it is vital to analyze and discuss the effect of the dosage of PVA fibers on the elastic moduli of NSGPC and its mechanism under the complex environment. Figure 6 exhibits the influence of PVA fiber dosage on the elastic moduli of GPC blended with 1.5% NS under the complex environment. The PVA fiber dosage has a remarkable impact on the modulus of elasticity of NSGPC under a complex environment. In detail, the increase in the PVA fiber dosage to 0.6% resulted in an improvement in the elastic modulus of the GPC specimens, while the continuous increase in the PVA fiber dosage to 0.8% led to a decrease in the elastic modulus but still higher than that of the reference specimens. With a PVA fiber dosage of 0.6%, the maximum elastic modulus of 20.2 GPa was obtained for NSGPC, which was 17.2% higher than that of the reference GPC under the complex environment. Incorporating 1.5% NS along with 0.6% PVA fiber in GPC can substantially improve the deformation resistance of GPC under a complex environment.

Figure 6 
                  Effect of PVA fiber dosage on the elastic modulus of NSGPC.
Figure 6

Effect of PVA fiber dosage on the elastic modulus of NSGPC.

The enhancement mechanism of the elastic modulus of NSGPC incorporating varied contents of PVA fibers is the same as that of the compressive and tensile strength of NSGPC under a complex environment. When the dosage of PVA fibers in the GPC matrix is less than 0.6%, the PVA fibers can be uniformly dispersed around the interfacial transition zone of NSGPC. Due to the excellent tensile properties of PVA fibers, the ability of GPC to resist deformation can be greatly increased when subjected to external loads. Meanwhile, NS with a mass fraction of 1.5% can be involved in the polymerization reaction to yield considerable N–A–S–H or C–A–S–H, which can improve the microstructure of GPC and play a synergistic effect with PVA fibers [34,51]. Yet, once the dosage of PVA fibers exceeds 0.6%, the excess PVA fibers agglomerate inside the matrix, causing an increasing number of pores in the GPC matrix, which leads to a reduced synergistic effect. However, the negative effect of excess PVA fibers on the elastic moduli of GPCs is weakened due to the presence of NS inside the matrix [52]. This is the reason why the elastic modulus of NSGPC with 0.8% PVA fiber is still higher than that of the reference GPC under the complex environment.

3.4 Impact resistance

Impact toughness refers to the ability of the material to resist plastic deformation and fracture damage under impact loads, which reflects the internal defects and impact resistance of the material to a certain extent. In this work, the difference between the number of damage impacts (N 2) and the number of initial fracture impacts (N 1) was adopted as the index of NSGPC impact toughness. Figure 7 demonstrates the influence of PVA fiber dosage on the impact resistance of NSGPC under a complex environment. The findings revealed that the impact toughness of GPC under the complex environment increased as the PVA fiber dosage increased to 0.6%, and decreased with the continuous increase to 0.8%. That is, NSGPC incorporated with 0.6% PVA fiber exhibited the maximum impact toughness of 18.67 times, which was 6.22 times higher than that of the reference GPC under the complex environment. Similar outcomes for fiber-reinforced impact resistance have also been reported elsewhere [53,54]. In addition, in this work, note that the impact toughness of all NSGPCs with PVA fibers was greater than that of the reference GPC. It can be deduced that incorporating a certain dosage of PVA fibers in NSGPC could effectively enhance the impact resistance of the specimens under the complex environment.

Figure 7 
                  Effect of PVA fiber dosage on the impact resistance of NSGPC.
Figure 7

Effect of PVA fiber dosage on the impact resistance of NSGPC.

The enhanced impact toughness of NSGPC with a small dosage of PVA fibers (less than 0.6%) can be ascribed to the association formed between the PVA fiber and the surrounding matrix, leading to an improvement in the ability of the GPC to resist deformation. The bridging effect of PVA fibers improved the structure of the matrix, and limited crack initiation and propagation, which caused an enhancement in the impact toughness of NSGPC under the complex environment. Besides, owing to the excellent properties of NS, NS can effectively fill in the cracks between PVA fibers and the matrix and the micropores inside the matrix, making the structure of GPC much denser and stronger [55,56].

3.5 Relationship between compressive and tensile strength

In previous studies, it was found that there was a correlation between the tensile (f t) and compressive strength (f c) of concrete or geopolymer [57,58]. Various fitting models, e.g. linear function fitting model, quadratic function fitting model, and logarithmic function fitting model, were employed to reveal the relationship between f t and f c based on the experimental findings [58,59,60,61]. In this work, a quadratic function fitting model was employed to characterize the relationship between f t and f c of GPC. The fitted curve of f t versus f c for NSGPC blended with 0.2, 0.4, 0.6, and 0.8% PVA fibers based on the experimental outcomes is illustrated in Figure 8. Equation (2) exhibits the equation used to fit the f t and f c of NSGPC containing varying dosages of PVA fibers. It can be observed that there is a strong relationship between f t and f c for NSGPC containing various contents of PVA fibers:

(2) f t = 0.115 f c 2 9.34 f c + 192.99 ,

where f t represents the tensile strength and f c represents the compressive strength.

Figure 8 
                  Relationship between tensile and compressive strength of NSGPC containing various dosages of PVA fibers.
Figure 8

Relationship between tensile and compressive strength of NSGPC containing various dosages of PVA fibers.

In the fitting process, the correlation coefficient (R 2) is employed to evaluate the merit of the fitted equation with respect to the experimental outcomes. When R 2 of the fitted equation is around 1, the fitting function is considered reliable. It is acceptable when the R 2 of the fitted function is above 0.9. In this investigation, the R 2 of the GPC fitting equation is 0.911; thus, it can be assumed that the fitting function obtained based on the experimental findings can reflect the relationship between f t and f c of GPC to some extent. The results of this study are similar to those of Sofi et al. [62], where the f t and f c of GPC are enhanced to some extent compared to the strength of the reference specimens. This can be attributed to the involvement of NS in the polymerization reaction in an alkaline environment, which produces a sufficient dosage of gels to form a dense structure and the bridging mechanism of PVA fibers in the interfacial transition zone [63,64].

3.6 Microstructural behavior

The microstructural images of NSGPC blended with varying dosages of PVA fibers under the complex environment are depicted in Figure 9. As shown in the SEM micrographs of GPC, the damage behavior of NSGPC and its strength enhancement mechanism could be clearly understood and analyzed under the complex environment. It can be noted clearly that the microstructure of the reference GPC is remarkably dissimilar to that of the NSGPC with various dosages of PVA fibers. Specifically, in the SEM images of the reference GPC (Figure 9a and b), it is found that the inner structure of the GPC is relatively loose and that numerous cracks and pores appear on the fracture surface, along with a large variety of chloride crystals and corrosion products around the cracks and pores. In contrast, a significant improvement in the internal microstructure of the specimens is observed in NSGPC prepared with 0.6% PVA fibers (Figure 9c and d). In the NSGPC matrix, NS as a filler filled inside the cracks and voids is capable of significantly reducing the porosity of the internal structure and making the structure of the GPC matrix stronger and more compact, thus inhibiting the erosion of the specimens by chlorides as well as various salts [65,66].

Figure 9 
                  SEM image of GPC. (a and b) Reference GPC, (c and d) NSGPC-0.6%PVA.
Figure 9

SEM image of GPC. (a and b) Reference GPC, (c and d) NSGPC-0.6%PVA.

Similarly, the microstructural images demonstrate that the PVA fibers are capable of binding effectively to the matrix, which may be related to the particular performance of NS (i.e., small size, large specific surface area, and strong adsorption capacity). As found by Zhang et al. [36], the PVA fibers cross over the cracks and prevent the cracks from propagating to the surrounding area. When the applied external load exceeds a certain threshold value, the weak tensile strength of the PVA fiber and the smooth surface properties cause the PVA fibers to be pulled off or pulled out. Moreover, as the dosages of PVA fibers are too high, the agglomeration and interlacing effect of PVA fibers leads to a considerable number of pores and cracks in the inner structure of GPCs, thus reducing the erosion resistance of GPCs. Nevertheless, owing to the presence of NS, the negative effects of excessive PVA fibers can be weakened to some extent [34,67].

3.7 Mechanisms of effects for complex coupled environments

GPC, as a multi-component composite material, has many micro-cracks and pores inside the structure (Figure 9a and b). In a complex environment of humidity, high temperatures, and high salt concentration, inorganic salt ions erode the surface of the specimen by diffusion and osmosis. The water molecules in the humid environment act as a carrier for the diffusion of inorganic salt ions in the matrix. High temperatures can both increase the solubility of inorganic salt ions in water and make inorganic salt ions and water molecules more active. Due to the erosion of inorganic salts, the dissolution of water, and the acceleration of temperature, the existing cracks and pores inside the GPC are further developed, and more new cracks and pores are created [35,38,39,68,69,70]. With the superposition of the coupling effect, the damage to the specimen goes from the surface to the interior.

Figure 10(a)–(d) illustrates the appearance of GPC in the natural environment and complex environment, respectively. It can be found that the appearance of the GPC specimens in the complex environment is considerably different from that under the natural environment. Specifically, the surface of GPCs in the natural environment appeared light gray, whereas the surface of the GPC in the complex environment appeared dark gray and was accompanied by visible pores, inorganic salt crystals, and corrosion products. Among them, the area of surface patches of GPC incorporated with NS and PVA fibers in the complex environment was smaller than that of the surface patches of the reference GPC.

Figure 10 
                  Appearance of GPC in the natural environment and complex environment. (a) Control GPC in the natural environment; (b) control GPC in the complex environments; (c) NSGPC-0.6%PVA in the natural environment; and (d) NSGPC-0.6%PVA in the complex environment.
Figure 10

Appearance of GPC in the natural environment and complex environment. (a) Control GPC in the natural environment; (b) control GPC in the complex environments; (c) NSGPC-0.6%PVA in the natural environment; and (d) NSGPC-0.6%PVA in the complex environment.

The mechanical behaviors of GPC in natural and complex environments are depicted in Figure 11. In this work, R-natural and R-coupling represent reference GPC specimens under natural and complex environments, respectively; and NP-natural and NP-coupling represent GPC specimens containing 0.6% PVA fiber and 1.5% NS under natural and complex environments, respectively. It can be realized that the mechanical performance of GPC containing PVA fibers and NS is generally higher than the mechanical performance of the corresponding reference specimens, both in natural and complex environments. In addition, it was found that the compressive strength, tensile strength, elastic module, and impact resistance of specimens containing no PVA fiber and NS under complex environments were 10.61, 4.44, 27.98, and 30.72% lower than those of the reference GPC under natural environments, respectively. The compressive strength, tensile strength, elastic module, and impact resistance of specimens containing 0.6% PVA fibers and 1.5% NS in complex environments were 5.81, 8.67, 28.30, and 24.32% lower than those of the corresponding GPC, respectively. This implied that the usage of NS and PVA fiber under a complex environment had an inhibiting impact on the decrease of compressive strength and impact resistance of GPC, while it did not have a remarkable impact on the decrease of tensile strength and elastic module of GPCs. Nevertheless, on the whole, the use of PVA fibers along with NS in GPCs remarkably improved the mechanical performance of GPC under complex environments.

Figure 11 
                  Varying mechanical performances of NSGPC in natural and complex environments. (a) Compressive strength, (b) tensile strength, (c) elastic modulus, and (d) impact toughness.
Figure 11

Varying mechanical performances of NSGPC in natural and complex environments. (a) Compressive strength, (b) tensile strength, (c) elastic modulus, and (d) impact toughness.

4 Conclusions and further work

This work focuses on the mechanical properties of NSGPC under complex environments reinforced by various contents of PVA fibers. The main conclusions obtained are the following.

  1. The compressive strength, tensile strength, and elastic modulus of GPCs blended with 1.5% NS (by weight) initially improved and then reduced with the dosage of PVA fibers (by volume) varying from 0.2 to 0.8% but remained higher than those of the reference specimens under the complex environment. NSGPC with 0.6% PVA fiber yielded the maximum compressive and tensile strength, and elastic modulus, which were 13.3, 12.0, and 17.2% higher than those of the reference specimen, respectively.

  2. The impact toughness of NSGPC was first enhanced and then reduced with the PVA fiber dosage in the range of 0.2–0.8% but was still higher than that of the reference specimen under the complex environment. The highest impact resistance was also achieved for NSGPC with 0.6% PVA fiber, which was 6.22 times higher than that of the reference specimen.

  3. The enhancement in strength and erosion resistance of the GPC under the complex environment was due to the PVA fibers incorporated in the NSGPC matrix limiting crack generation and propagation through the bridging effect. PVA fibers could effectively bind to the matrix, owing to the NS improving and providing a stronger and more compact inner structure of the GPC.

Buildings in service are not only subjected to temperatures, humidity, and chloride attack but also subjected to long-term loads and variable loads. Under the complex environment, long-term loads or variable loads cause varying degrees of damage to geopolymer concrete structures. Therefore, it is important to further investigate the long-term performance (such as impermeability, frost resistance, and chloride erosion resistance) of geopolymer concrete under a complex environment.

  1. Funding information: The authors would like to acknowledge the financial support received from the National Natural Science Foundation of China (Grant No. 52278283, U2040224), Natural Science Foundation of Henan (Grant No. 212300410018), and Project Special Funding of Yellow River Laboratory (Grant No. YRL22LT02).

  2. Author contributions: All authors have accepted responsibility for the entire content of this manuscript and approved its submission.

  3. Conflict of interest: The authors state no conflict of interest.

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Received: 2023-04-23
Revised: 2023-09-09
Accepted: 2023-09-29
Published Online: 2023-11-03

© 2023 the author(s), published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

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  75. Fabrication and physicochemical characterization of copper oxide–pyrrhotite nanocomposites for the cytotoxic effects on HepG2 cells and the mechanism
  76. Thermal radiative flow of cross nanofluid due to a stretched cylinder containing microorganisms
  77. In vitro study of the biphasic calcium phosphate/chitosan hybrid biomaterial scaffold fabricated via solvent casting and evaporation technique for bone regeneration
  78. Insights into the thermal characteristics and dynamics of stagnant blood conveying titanium oxide, alumina, and silver nanoparticles subject to Lorentz force and internal heating over a curved surface
  79. Effects of nano-SiO2 additives on carbon fiber-reinforced fly ash–slag geopolymer composites performance: Workability, mechanical properties, and microstructure
  80. Energy bandgap and thermal characteristics of non-Darcian MHD rotating hybridity nanofluid thin film flow: Nanotechnology application
  81. Green synthesis and characterization of ginger-extract-based oxali-palladium nanoparticles for colorectal cancer: Downregulation of REG4 and apoptosis induction
  82. Abnormal evolution of resistivity and microstructure of annealed Ag nanoparticles/Ag–Mo films
  83. Preparation of water-based dextran-coated Fe3O4 magnetic fluid for magnetic hyperthermia
  84. Statistical investigations and morphological aspects of cross-rheological material suspended in transportation of alumina, silica, titanium, and ethylene glycol via the Galerkin algorithm
  85. Effect of CNT film interleaves on the flexural properties and strength after impact of CFRP composites
  86. Self-assembled nanoscale entities: Preparative process optimization, payload release, and enhanced bioavailability of thymoquinone natural product
  87. Structure–mechanical property relationships of 3D-printed porous polydimethylsiloxane films
  88. Nonlinear thermal radiation and the slip effect on a 3D bioconvection flow of the Casson nanofluid in a rotating frame via a homotopy analysis mechanism
  89. Residual mechanical properties of concrete incorporated with nano supplementary cementitious materials exposed to elevated temperature
  90. Time-independent three-dimensional flow of a water-based hybrid nanofluid past a Riga plate with slips and convective conditions: A homotopic solution
  91. Lightweight and high-strength polyarylene ether nitrile-based composites for efficient electromagnetic interference shielding
  92. Review Articles
  93. Recycling waste sources into nanocomposites of graphene materials: Overview from an energy-focused perspective
  94. Hybrid nanofiller reinforcement in thermoset and biothermoset applications: A review
  95. Current state-of-the-art review of nanotechnology-based therapeutics for viral pandemics: Special attention to COVID-19
  96. Solid lipid nanoparticles for targeted natural and synthetic drugs delivery in high-incidence cancers, and other diseases: Roles of preparation methods, lipid composition, transitional stability, and release profiles in nanocarriers’ development
  97. Critical review on experimental and theoretical studies of elastic properties of wurtzite-structured ZnO nanowires
  98. Polyurea micro-/nano-capsule applications in construction industry: A review
  99. A comprehensive review and clinical guide to molecular and serological diagnostic tests and future development: In vitro diagnostic testing for COVID-19
  100. Recent advances in electrocatalytic oxidation of 5-hydroxymethylfurfural to 2,5-furandicarboxylic acid: Mechanism, catalyst, coupling system
  101. Research progress and prospect of silica-based polymer nanofluids in enhanced oil recovery
  102. Review of the pharmacokinetics of nanodrugs
  103. Engineered nanoflowers, nanotrees, nanostars, nanodendrites, and nanoleaves for biomedical applications
  104. Research progress of biopolymers combined with stem cells in the repair of intrauterine adhesions
  105. Progress in FEM modeling on mechanical and electromechanical properties of carbon nanotube cement-based composites
  106. Antifouling induced by surface wettability of poly(dimethyl siloxane) and its nanocomposites
  107. TiO2 aerogel composite high-efficiency photocatalysts for environmental treatment and hydrogen energy production
  108. Structural properties of alumina surfaces and their roles in the synthesis of environmentally persistent free radicals (EPFRs)
  109. Nanoparticles for the potential treatment of Alzheimer’s disease: A physiopathological approach
  110. Current status of synthesis and consolidation strategies for thermo-resistant nanoalloys and their general applications
  111. Recent research progress on the stimuli-responsive smart membrane: A review
  112. Dispersion of carbon nanotubes in aqueous cementitious materials: A review
  113. Applications of DNA tetrahedron nanostructure in cancer diagnosis and anticancer drugs delivery
  114. Magnetic nanoparticles in 3D-printed scaffolds for biomedical applications
  115. An overview of the synthesis of silicon carbide–boron carbide composite powders
  116. Organolead halide perovskites: Synthetic routes, structural features, and their potential in the development of photovoltaic
  117. Recent advancements in nanotechnology application on wood and bamboo materials: A review
  118. Application of aptamer-functionalized nanomaterials in molecular imaging of tumors
  119. Recent progress on corrosion mechanisms of graphene-reinforced metal matrix composites
  120. Research progress on preparation, modification, and application of phenolic aerogel
  121. Application of nanomaterials in early diagnosis of cancer
  122. Plant mediated-green synthesis of zinc oxide nanoparticles: An insight into biomedical applications
  123. Recent developments in terahertz quantum cascade lasers for practical applications
  124. Recent progress in dielectric/metal/dielectric electrodes for foldable light-emitting devices
  125. Nanocoatings for ballistic applications: A review
  126. A mini-review on MoS2 membrane for water desalination: Recent development and challenges
  127. Recent updates in nanotechnological advances for wound healing: A narrative review
  128. Recent advances in DNA nanomaterials for cancer diagnosis and treatment
  129. Electrochemical micro- and nanobiosensors for in vivo reactive oxygen/nitrogen species measurement in the brain
  130. Advances in organic–inorganic nanocomposites for cancer imaging and therapy
  131. Advancements in aluminum matrix composites reinforced with carbides and graphene: A comprehensive review
  132. Modification effects of nanosilica on asphalt binders: A review
  133. Decellularized extracellular matrix as a promising biomaterial for musculoskeletal tissue regeneration
  134. Review of the sol–gel method in preparing nano TiO2 for advanced oxidation process
  135. Micro/nano manufacturing aircraft surface with anti-icing and deicing performances: An overview
  136. Cell type-targeting nanoparticles in treating central nervous system diseases: Challenges and hopes
  137. An overview of hydrogen production from Al-based materials
  138. A review of application, modification, and prospect of melamine foam
  139. A review of the performance of fibre-reinforced composite laminates with carbon nanotubes
  140. Research on AFM tip-related nanofabrication of two-dimensional materials
  141. Advances in phase change building materials: An overview
  142. Development of graphene and graphene quantum dots toward biomedical engineering applications: A review
  143. Nanoremediation approaches for the mitigation of heavy metal contamination in vegetables: An overview
  144. Photodynamic therapy empowered by nanotechnology for oral and dental science: Progress and perspectives
  145. Biosynthesis of metal nanoparticles: Bioreduction and biomineralization
  146. Current diagnostic and therapeutic approaches for severe acute respiratory syndrome coronavirus-2 (SARS-COV-2) and the role of nanomaterial-based theragnosis in combating the pandemic
  147. Application of two-dimensional black phosphorus material in wound healing
  148. Special Issue on Advanced Nanomaterials and Composites for Energy Conversion and Storage - Part I
  149. Helical fluorinated carbon nanotubes/iron(iii) fluoride hybrid with multilevel transportation channels and rich active sites for lithium/fluorinated carbon primary battery
  150. The progress of cathode materials in aqueous zinc-ion batteries
  151. Special Issue on Advanced Nanomaterials for Carbon Capture, Environment and Utilization for Energy Sustainability - Part I
  152. Effect of polypropylene fiber and nano-silica on the compressive strength and frost resistance of recycled brick aggregate concrete
  153. Mechanochemical design of nanomaterials for catalytic applications with a benign-by-design focus
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