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Synergistic effect of carbon nanotubes and polyvinyl alcohol on the mechanical performance and microstructure of cement mortar

  • Jie Fan , Sijie Deng , Gengying Li EMAIL logo , Jianxin Li and Jinwen Zhang EMAIL logo
Published/Copyright: May 14, 2024
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Abstract

Herein, carbon nanotubes (CNTs) and polyvinyl alcohol (PVA) were used as hybrid modifiers to enhance the mechanical properties of cement mortar and overcome the limitations of modification methods based on only polymers and nanomaterials. The use of PVA latex as a bridging agent with the aid of ultrasound energy effectively improved the dispersion uniformity and stability of CNTs. The results indicate that doping an appropriate amount of PVA in CNT-modified cement mortar, especially those modified with hydroxylated CNTs (h-CNTs), could synergistically improve performance. Amongst the samples, the h-CNT-modified cement mortar incorporated with 1 wt% PVA showed the optimal mechanical properties. The compressive and flexural strengths of this cement mortar increased by 33 and 42%, respectively, compared with those of cement mortars modified with h-CNTs alone. The microscopic characterisation results showed that the formation of a uniformly distributed h-CNT/PVA film network in the matrix effective filling of pores and bridging of cracks were responsible for performance enhancement.

1 Introduction

The unique graphene structure of carbon nanotubes (CNTs) endows them with excellent mechanical and electrical properties. For example, CNTs have tensile strength and elasticity modulus that are 100 and 5 times those of steel, respectively, while only having 1/6–1/7 the density of steel [1]. In addition, their electrical conductivity can reach 1,000–2,000 S cm−1, which is approximately 10,000 times than that of copper. Therefore, CNTs are superior to any known fibre material and are considered ideal reinforcing materials for cement composites. Previous studies have shown that CNTs doped at an appropriate amount can effectively improve the mechanical properties of cementitious materials. One reason for this enhancement is the fibre-bridging effect, which retards the formation and unfolding of microcracks through the adhesion of CNTs to hydration products [2,3,4]. Another reason is the filling effect of nanomaterials, wherein CNTs act as fillers of interstitial spaces in hydration products and improve defects. This effect is manifested macroscopically as a decrease in porosity and an increase in cement matrix strength [5,6]. In addition, in cement pastes, CNTs have a nucleation effect similar to that of the other nanoparticles and C–S–H gel easily agglomerates around CNTs instead of depositing on the unhydrated-cement particle surfaces [7,8]. Furthermore, adding CNTs to cementitious materials confers the materials with a range of functional properties that have been widely reported in several studies; these properties include strain and damage sensing and electromagnetic interference shielding [9,10,11,12]. These unique advantages make CNTs a strong contender for use in reinforced cementitious composites.

Although existing studies have confirmed the positive effects of CNTs on cement-based materials, some of their disadvantages remain to be addressed. High aspect ratios of CNTs lead to strong van der Waals attraction between CNTs resulting in the formation of agglomerate; this is a challenge for the application of CNTs in cementitious materials [13,14,15,16]. Although CNTs can be well dispersed in mixed water using specific dispersion techniques, the problem of geometry-dependent clustering, which occurs when cement particles are considerably larger than the spacing between inclusions, still hinders the homogeneous dispersion of CNTs in the matrix [17]. The mechanical properties of the cement matrix are largely affected by the formation and extension of cracks between hydration products. However, because nanotubes have small sizes, they cannot easily individually and effectively bridge large cracks and prevent further crack expansion. This situation is another drawback to the application of CNTs in cementitious materials. Therefore, finding a new method that enables the homogeneous dispersion of CNTs and their connection into long chain-like structures to strengthen their interactions with the cement matrix is necessary.

Polyvinyl alcohol (PVA) is a water-soluble, biologically compatible, non-toxic and readily available low-cost synthetic polymer that has been used as a modifier and aggregate surface pre-treatment agent in cement-based composite materials [18,19]. PVA has excellent film-forming properties and can improve the tensile strength, flexural strength and impermeability of cementitious materials. PVA colloids are typical hydrophilic materials with strong cohesive energy, preventing aggregation and ensuring homogeneous nanoparticle dispersion. Research has shown that PVA can uniformly disperse CNTs without surfactants because it can form a hydrophilic colloid solution when an appropriate preparation technology is used. This colloid solution can prevent CNT aggregation and stabilise suspensions [20]. In addition, small amounts of CNTs can considerably enhance the tensile properties and thermal stability of PVA films. The combined application of CNTs and PVA in cement-based materials can overcome the limitations of modification methods based solely on polymers and nanomaterials. Furthermore, it is expected to further improve the mechanical properties and durability of building materials.

Because of its excellent performance as aforementioned, herein, PVA was expected to not only disperse CNTs but also to connect them with cement paste to further improve the mechanical properties of cement mortar. A two-stage experimental study was conducted. In the first stage, the single and combined effects of three types of CNTs (pristine, carboxylated and hydroxylated CNTs) and PVA on the mechanical properties of cement mortar were primarily investigated to identify the optimal CNT type. In the second stage, the identified CNTs were combined with PVA for cement mortar reinforcement and the effects of PVA content on the compressive strength, flexural strength, dry bulk density and water resistance of the resulting composites were investigated. The chemical interactions and microstructural characterisation of CNT/PVA complexes and the resulting mortar were also studied via Fourier transform infrared spectroscopy (FTIR), X-ray diffraction (XRD), Raman spectroscopy and scanning electron microscopy (SEM) for understanding the mechanism underlying the performance enhancement in composite materials.

2 Experimental program

2.1 Raw materials

The cement used in this study was P.O 42.5 R Portland cement (produced by Guang dong Tapai Cement Co., Ltd.). Its chemical composition is shown in Table 1. PVA (PVA-124 AR) with a molecular weight of 105,000 and a hydrolysis degree of 97% was supplied by Xi-long Chemical Co., Ltd., China. The physicochemical characteristics of PVA are presented in Table 2. Three different types of multi-walled CNTs, namely, pristine CNTs (without surface functionalisation, designated as p-CNTs), hydroxylated CNTs (with –OH functional groups, designated as h-CNTs) and carboxylated CNTs (with –COOH functional groups, designated as c-CNTs), with average diameters of approximately 10–30 nm were provided by Chengdu Organic Chemicals Co., Ltd., China, and used in this study. The specific physical and chemical properties of the CNTs are presented in Table 3. The surface morphology of the three types of CNTs was observed by using transmission electron microscopy (TEM, JEOL JEM-F200, Japan), as presented in Figure 1. Figure 1 shows that the walls of p-CNTs were smooth, whereas those of h-CNTs and c-CNTs were rough owing to the grafting of –OH and –COOH. The fine aggregate was China ISO standard sand satisfying the criterion of BS EN 196-1 (from Xiamen ISO Standard Sand Co., Ltd.). Its chemical composition and particle size are shown in Table 4. The defoaming agent, which had a polydimethylsiloxane content of 52–90%, was produced by Guangdong Defong Chemical Industry Co., Ltd.

Table 1

Chemical composition of cement

CaO SiO2 Al2O3 MgO SO3 Fe2O3 K2O Na2O LOI
62.4 18.3 4.5 2.1 3.5 2.3 1.5 0.3 2.6
Table 2

Physicochemical characteristics of the PVA

Molecular weight Degree of hydrolysis PH Volatile content Ash content
105,000 MW 97 mol% 5–7 5.0% 0.7%
Table 3

Properties of three types of CNTs

Raw material Unit p-CNTs h-CNTs c-CNTs
External diameter nm 2–5 2–5 2–5
Length μm 10–30 10–30 10–30
Ash wt% <1.5 <1.5 <1.5
Purity wt% >95 >95 >95
Special surface area m2 g−1 >350 >400 >400
Bulk density g cm−3 0.27 0.27 0.27
True density g cm−3 ∼2.1 ∼2.1 ∼2.1
Electric conductivity s cm−1 >100 >100 >100
−OH/−COOH content wt% 5.58 3.86
Figure 1 
                  TEM images of (a) p-CNTs, (b) c-CNTs and (c) h-CNTs.
Figure 1

TEM images of (a) p-CNTs, (b) c-CNTs and (c) h-CNTs.

Table 4

Chemical composition and particle size of sand

SiO2 content Mud content Ignition loss Particle size
>96% <0.2% <0.4% 0.8–2 mm

2.2 Mixing proportion and specimen preparation

Two series of specimens were prepared to investigate the synergistic effects of CNTs and PVA on the microstructure and mechanical properties of cement mortars. Their mixing proportions are given in Table 5. The specimens had a water/cement (with the CNTs and PVA)/sand ratio of 0.4:1:1.5 and a defoaming agent content of 0.14% of the mass fraction of cement. In the first stage (Series 1), the single and combined effects of different types of CNTs and PVA on the mechanical properties of cement mortars were investigated. In the second stage (Series 2), the effect of the incorporation of different PVA contents (0–2 wt%) on the properties of h-CNT-modified cement mortars was explored. The detailed preparation of the CNT/PVA cement mortars is as follows (Figure 2):

  1. A weighed quantity of PVA powder was dissolved in distilled water and stirred with a magnetic stirrer at 95°C for approximately 30 min to obtain a homogeneous colloidal solution (Figure 2a).

  2. A specific quantity of each type of CNT was added to the prepared PVA latex and mixed by ultrasonic dispersion in a bath-based sonicator for 1.5 h at 60°C to distribute the nanocomposite uniformly (Figure 2b).

  3. The weighed cement and sand were dry mixed for approximately 3 min in a rotary mixer. Afterwards, CNT/PVA nanocomplexes and the remaining water were added to the above mixture and wet-mixed at moderate speed for 2 min. Finally, the mixture was added with the defoamer and mixed at high speed for 2 min (Figure 2c).

  4. The mixture prepared in step (3) was poured into oiled moulds, and an electric vibrator was used to ensure good compaction (Figure 2d).

  5. The curing method has a great influence on the mechanical properties of mortar, and it is necessary to standardise the curing process for all samples [21]. In the present work, all specimens were demoulded after 1 day of curing and then cured in air for 27 days (average annual humidity was approximately 84–92% and temperature was 22–28°C; Figure 2e).

Table 5

Mixing proportions of CNT/PVA modified cement mortar (unit: g)

Series Mix ID Cement Sand Water CNTs PVA Defoaming agent
Series 1 CM 100 150 40.00 0 0 0.14
NCM 100 150 40.20 0.5 (p-CNTs) 0 0.14
HCM 100 150 40.20 0.5 (h-CNTs) 0 0.14
CCM 100 150 40.20 0.5 (c-CNTs) 0 0.14
PCM 100 150 40.24 0 0.6 0.14
NPCM 100 150 40.44 0.5 (p-CNTs) 0.6 0.14
HPCM 100 150 40.44 0.5 (h-CNTs) 0.6 0.14
CPCM 100 150 40.44 0.5 (c-CNTs) 0.6 0.14
Series 2 HPCM0(HCM) 100 150 40.20 0.5 (h-CNTs) 0 0.14
HPCM1 100 150 40.28 0.5 (h-CNTs) 0.2 0.14
HPCM2 100 150 40.36 0.5 (h-CNTs) 0.4 0.14
HPCM3 (HPCM) 100 150 40.44 0.5 (h-CNTs) 0.6 0.14
HPCM4 100 150 40.06 0.5 (h-CNTs) 1.0 0.14
HPCM5 100 150 41.00 0.5 (h-CNTs) 2.0 0.14
Figure 2 
                  Flow chart of sample preparation. (a) PVA latex. (b) CNT/PVA nanocomposite. (c) Mixing of cement mortar. (d) Pour into mold and vibrate. (e) Specimens were demolded after 1 day and then curing in air for 27 days (22–28°C).
Figure 2

Flow chart of sample preparation. (a) PVA latex. (b) CNT/PVA nanocomposite. (c) Mixing of cement mortar. (d) Pour into mold and vibrate. (e) Specimens were demolded after 1 day and then curing in air for 27 days (22–28°C).

2.3 Test methods

2.3.1 Mechanical performance

A universal testing machine (CMT-5105, China) was used to measure the flexural and compression strengths of cement mortar at 28 days of curing age. All tests were performed according to the standard BS EN 1015-11:1999 [22]. Three prismatic specimens with dimensions of 160 mm × 40 mm × 40 mm were used for three-point bending tests with a supporting span of 100 mm. Broken half prisms obtained after these were used for compression tests. The compressive strength test was performed with a standard sample holder to ensure a loading area of 40 mm × 40 mm. A servo-hydraulic testing system was used in the displacement control mode to conduct three-point bending tests at a loading rate of 0.1 mm min−1. The values for three specimens in each group were averaged to obtain the experimental result. The loading rate for the compression test was 1 kN s−1. Figure 3 schematically illustrates the loading device used to test the mechanical properties of the specimens.

Figure 3 
                     Loading device used for testing flexural and compressive strengths.
Figure 3

Loading device used for testing flexural and compressive strengths.

2.3.2 Dry bulk density and capillary water absorption

Dry bulk density (dimensions: 160 mm × 40 mm × 40 mm) and capillary water absorption (dimension: 80 mm × 40 mm × 40 mm) tests on cement mortars were performed in accordance with BS EN 1015-10:1999 [23] and DIN 52617 [24], respectively. Before testing, all samples were dried in a drying oven (105 ± 2°C) for approximately 48 h. After drying, the samples were cooled in an airtight container. For the capillary water absorption test, a layer of paraffin wax was applied on the four vertical surfaces of the sample. The sample was then placed in water at a distance of 10 mm between the height of the water surface and the bottom edge of the specimen.

2.3.3 Mineralogical and micromorphological investigations

The absorption spectra of pure PVA, CNTs and CNT/PVA nanocomplexes were recorded in the wavenumber range of 500–4,000 cm−1 by using a MAUNA-IR 750 infrared spectrometer (Nikolai, USA). Before testing, the samples were ground into powder particles of approximately 45 μm and mixed with KBr. The X-ray spectra of pure PVA, CNTs and CNT/PVA nanocomposites were recorded by using a Bruker D8 ADVANCE diffractometer (Germany). Radiation (40 kV, 40 mA; wavelength λ = 1.5406 nm) was sourced from a copper target, and the diffraction angle ranged from 10 to 60°. The Raman spectra of the CNTs and CNT/PVA nanocomplexes were obtained through Raman spectroscopy (HORIBA JobinYvon, HR800, France) with a confocal microscope equipped with a solid-state crystal laser (λ = 532 nm) as an excitation source. Field-emission SEM (FESEM; SU8010, operated at 1.0 and 5.0 kV accelerating voltages) was used to examine CNT/PVA nanocomplexes and cement mortar samples. Thermogravimetric analysis (TGA) was performed to investigate the thermal stability of the CNTs (TGA55, TA Instruments, USA). All samples were heated from 30 to 800°C in a nitrogen stream at a heating rate of 10°C min−1.

3 Results

3.1 Characterisation of functionalised CNTs

Figure 4a shows the FTIR spectra of p-CNTs, h-CNTs and c-CNTs. FTIR spectroscopy was employed to confirm whether hydroxyl or carboxyl groups were successfully attached to the CNTs. The absorption peaks of p-CNTs mainly appeared at 3,420, 2,905, 1,647, 1,455 and 1,069 cm−1. The absorption peaks observed at 3,420 and 1,647 cm−1 could be attributed to the stretching and bending vibrations of −OH, respectively. The corresponding absorption peaks at 1,455 and 1,069 cm−1 were mainly ascribed to saturated and unsaturated C═C vibrations, respectively, whereas the weak absorption peak at 2,905 cm−1 appeared to be owing to C–H stretching [17,25]. The positions of the FTIR absorption peaks of h-CNTs were similar to those of p-CNTs. However, the peak intensities of h-CNTs at 3,420 and 1,647 cm−1 showed remarkable enhancement, thereby confirming that numerous hydroxyl groups had attached to the h-CNT surfaces. In addition, the enhancement in the intensity of the characteristic peak appearing near 2,905 cm−1 reflects an increase in defects on the CNT surfaces owing to functionalisation. In contrast to those of p-CNTs and h-CNTs, the FTIR spectral profile of the c-CNT sample presented a new characteristic absorption peak at 1,741 cm−1 that represented C═O stretching vibration, indicating the successful attachment of the carboxyl group to c-CNTs via functionalisation. The attachment of abundant functional groups can promote the uniform dispersion of nanoparticles and contribute to enhanced interfacial bonding between CNTs and cement. Figure 4b shows the X-ray diffractograms of p-CNTs, h-CNTs and c-CNTs. In the diffractogram of p-CNTs, two distinct characteristic peaks corresponding to the layer spacing of carbon atoms (d002, representing the degree of graphitisation) and d100 reflection appeared at 2θ = 25.947 and 43.239°, respectively [26]. The positions of the major diffraction peaks of h-CNTs and c-CNTs remained unchanged in contrast to those of p-CNTs. However, the intensities of their (d002) peaks enhanced considerably after functionalisation, likely owing to the insertion of hydroxyl or carboxyl groups that increased the interlayer spacing between the CNTs. Figure 4c shows the Raman spectra of the CNTs. Raman spectroscopy is widely used to analyse the extent of surface defects in carbon nanomaterials [2729]. The Raman spectra of p-CNTs showed two strong peaks near 1,348 and 1,590 cm−1. The D-band located near 1,348 cm−1 corresponded to the presence of defects in the CNTs and scattering of amorphous carbon impurities, whereas the G-band near 1,590 cm−1 was ascribed to the vibration of C–C bonds in the graphite structure [30]. Defect concentration on the CNTs is proportional to the ratio of D- and G-band intensities (I D/I G) and can be used to quantify the degree of functionalisation [31]. The spectra of p-CNTs showed weak D-band intensity and a low I D/I G value (0.58), indicating a graphite structure with high crystallinity and few defects. Notably, the intensity of the D-band in the Raman spectra of h-CNTs and c-CNTs was higher than that of p-CNTs and their I D/I G values reached 0.68 and 0.63, respectively, suggesting that functionalisation led to an increase in defects on the CNT surfaces. The thermal degradation characteristics of the three types of CNTs were quantified via TGA; the results are shown in Figure 4d. In the first stage (∼30–200°C), the weight loss of the CNTs is mainly due to the evaporation of physically adsorbed water from the pores [32]. The weight loss in the second stage (∼200–460°C) is mainly due to the decomposition of oxygen-containing groups on the CNT surface [33]. At this stage, p-CNTs show almost no weight change (because there are almost no oxygen-containing functional groups on their surface), while h-CNTs show the highest weight loss, indicating that they have the most abundant oxygen-containing functional groups on the surface. The weight loss in the third stage (∼460–800°C) is due to the continuous decomposition of carbon chains in the CNTs [34].

Figure 4 
                  Characterisation of p-CNTs, h-CNTs and c-CNTs. (a) FTIR spectra, (b) XRD spectra, (c) Raman spectra and (d) TGA results.
Figure 4

Characterisation of p-CNTs, h-CNTs and c-CNTs. (a) FTIR spectra, (b) XRD spectra, (c) Raman spectra and (d) TGA results.

3.2 Characterisation of CNT/PVA nanocomposites

The interaction between CNTs and PVA molecules was investigated through FTIR spectroscopy. The test results are provided in Figure 5a. In the FTIR spectrum of pure PVA, the characteristic absorption peak appearing near 3,282 cm−1 is owing to the stretching vibration of –OH; that near 2,928 cm−1 is due to the asymmetric/symmetric stretching vibration of –CH2; and those at 1,660, 1,413, 1,088 and 827 cm−1 are attributed to the C═O, C═C, C–O and C–C stretching vibrations in PVA, respectively [35]. The FTIR spectra of the CNT/PVA copolymer and pure PVA showed similar features. However, their peaks had slightly shifted to low wavelengths, indicating the presence of interfacial interactions between the polymer and nanofillers. The same conclusion has been reported by Jia et al. [36]. Moreover, the energy band intensity ratios between 1,088 and 827 cm−1 of the three CNT/PVA copolymers had changed compared with that of pure PVA, reflecting that nanofiller doping altered the crystallinity of PVA chains. We determined the crystalline properties of pure PVA and CNT/PVA copolymers using XRD to understand the effect of nanofiller incorporation on the crystallinity of the polymers further. Figure 5b shows the diffraction scans of pure PVA and the three types of CNT/PVA copolymer samples. Pure PVA exhibits a characteristic peak at 2θ = 19.68°. This peak corresponds to the (110) reflection. This result is consistent with previous findings [37]. The diffraction intensity of the characteristic peak in the crystalline region of PVA considerably reduced with the addition of nanofiller, suggesting that the interaction of randomly distributed CNTs with PVA molecules led to a substantial decrease in crystallinity. Similar findings have been reported by Aslan [38], who found that the peak diffraction intensity associated with the crystalline region of PVA gradually decreases as the CNT content in hybrids increases. Notably, the decrease in the crystallinity of PVA contributes to the increase in strength and elastic modulus and improvement in the chemical and temperature resistance of polymers [39,40]. Comparing the XRD diffraction curves of the three CNT/PVA copolymers reveals that the intensity of the main diffraction peaks of the complexes decreased considerably after doping with functionalised CNTs (h-CNTs and c-CNTs). This result indirectly indicates that the interactions between the functionalised CNTs and PVA molecules strengthened. Figure 5c summarises the Raman spectra of the three types of the PVA-doped CNT samples acquired under 532 nm laser excitation. In the spectra of the CNT/PVA copolymer, the D-band is located near 1,348 cm−1 and the G-band is located near 1,593 cm−1. The G-band of the CNT/PVA copolymer has shifted by 3 cm−1 shift compared with that of pure CNT, further confirming the interaction between CNT and PVA molecules. The I D/I G ratios of p-CNT/PVA, h-CNT/PVA and c-CNT/PVA reached 0.69, 0.80 and 0.79, respectively, which were remarkably higher than those of pure CNTs. This result suggests that the interaction with PVA induces additional surface defects in the CNTs. It also implies that the increase in defect order is more remarkable for functionalised CNTs (especially for h-CNT/PVA nanocomplexes with the highest I D/I G values amongst samples) than for non-functionalised CNTs. These defects will play a key role in the formation of long-range electrostatic and crystal orders in the cement matrix.

Figure 5 
                  Characterisation of pure PVA, p-CNT/PVA, h-CNT/PVA and c-CNT/PVA. (a) FTIR, (b) XRD and (c) Raman spectra.
Figure 5

Characterisation of pure PVA, p-CNT/PVA, h-CNT/PVA and c-CNT/PVA. (a) FTIR, (b) XRD and (c) Raman spectra.

3.3 Effect of CNT/PVA incorporation on the mechanical properties of cement mortars

The individual and combined effects of three types of CNTs and PVA on the mechanical properties of cement mortar were investigated. The results are shown in Figure 6. The incorporation of the CNTs was beneficial effect to the compressive and flexural strengths of cement mortar with or without functionalisation treatment. This observation was consistent with the nanoenhancement effect observed by Mohsen et al. The CNTs primarily improve the mechanical properties of cement mortar through three mechanisms. First, the CNTs can refine the internal pores of the matrix through the filling effect and improve the compactness of cementitious materials [41]. Second, the CNTs can delay crack extension through the bridging effect [42]. Third, their presence can enhance the hydration rate of cement through the nucleation effect [43]. Notably, the addition of functionalised CNTs led to a more remarkable enhancement in the mechanical properties of cement mortar than those of untreated CNTs. Amongst the CNT–cement mortar samples without PVA, the HCM sample (containing h-CNTs) exhibited the best mechanical properties. The compressive/flexural strengths of the HCM sample increased by 16%/42% and 4%/4% than those of the reference (CM) and NCM (containing p-CNTs), respectively. By contrast, the compressive/flexural strengths of mortar samples containing c-CNTs (CCM) were 14%/40% higher than those of the reference. Notably, the surfaces of functionalised CNTs contain numerous hydrophilic groups (–OH and –COOH), improving their effective dispersion in the cement matrix and enhancing their bonding effect through interfacial interactions with cement hydrates (consistent with the results described in Section 3.1). This interaction increased the efficiency of load transfer between the functionalised CNTs and cement matrix. Therefore, functionalised CNTs more effectively enhanced the mechanical properties of cement mortar than untreated CNTs. In addition, hydroxyl-functionalised CNTs could better enhance the cement matrix than carboxyl-functionalised CNTs likely because the high wettability of the hydroxyl group on their surfaces resulted in high hydrophilicity [44,45]. Therefore, functionalised CNTs with hydrophilic groups, especially OH groups, were recommended for modifying cementitious composites. The addition of PVA alone could slightly increase the compressive/flexural strengths of cement mortars by approximately 12%/16% than those of the reference. This was mainly owing to the pore-filling and crack-bridging effects of the cured PVA film, as reported by Cao et al. [46]. Furthermore, the results displayed in Figure 5 illustrate that the mechanical properties of the cement mortar incorporated with the CNT/PVA complex are superior to those incorporated with the CNTs or PVA alone. In particular, the compressive/flexural strengths of HPCM (with h-CNTs and PVA) were 26%/58%, 22%/28% and 41%/82% higher than those of PCM, HCM and the reference, respectively. The compressive/flexural strengths of NPCM and CPCM increased by 30%/72% and 34%/75%, respectively, than those of the reference. The above-combined effects might be related to the formation of more uniformly distributed nanocomposites and strong interfacial binding bonds in the cement matrix owing to the interaction between the CNTs and PVA. However, the specific strengthening mechanism must be further confirmed through mineralogical and micromorphological observations.

Figure 6 
                  Synergistic effect of CNTs and PVA on the (a) compressive strength and (b) flexural strength of cement mortar.
Figure 6

Synergistic effect of CNTs and PVA on the (a) compressive strength and (b) flexural strength of cement mortar.

3.4 Effect of the PVA content on the mechanical properties of HPCM

As can be concluded from the above results (Figure 6), the combination of h-CNTs and PVA can maximise the mechanical properties of cement mortars. The mechanical properties of cement mortars with six PVA contents (0–2%) were determined to further investigate the suitable amount of PVA in the HPCM system (containing h-CNTs and PVA, Series 2). The results are presented in Figure 7. As shown in Figure 7, the compressive and flexural strengths of HPCM increased with increasing PVA content until peaking at 1 wt% doping. The compressive/flexural strengths of HPCM4 (containing 1.0 wt% PVA and 0.5 wt% h-CNTs) had improved by 33%/42% relative to those of HPCM0 (containing only 0.5 wt% h-CNTs without PVA). The compressive/flexural strengths of HPCM4 had increased by approximately 53%/101% relative to those of CM; this result is consistent with that reported by Sun et al. [47]. However, when the polymer doping further increased to 2 wt%, the excess PVA reduced the reinforcing effect. The compressive/flexural strengths of HPCM5 had reduced by approximately 10%/8% compared with those of HPCM4. Excessive incorporation of PVA weakens the enhancement effect probably because the thick PVA film formed in the matrix hinders the hydration of cement particles, a finding that has been confirmed in our previous work [48]. The increased air pore content of cementitious composites owing to high PVA usage is another factor that contributes to the reduction in the enhancement effect [49]. Therefore, a reasonable amount of PVA content in h-CNT–cement mortar is suggested to be 0.6–1.0 wt%.

Figure 7 
                  Effect of PVA incorporation on the compressive and flexural strengths of HPCM.
Figure 7

Effect of PVA incorporation on the compressive and flexural strengths of HPCM.

3.5 Effect of PVA content on the dry bulk density of HPCM

The effect of PVA content on the dry bulk density of HPCM is depicted in Figure 8. The dry bulk densities of HPCM with different PVA contents ranged from 2,032 to 2,191 kg m−3. The 28-day dry bulk density of HPCM increased with increasing PVA content until the PVA content reached 1 wt% and then decreased. Amongst samples, HPCM4 (with 1 wt% PVA) exhibited the highest dry bulk density of 2,191 kg m−3. The dry bulk density of HPCM4 increased by 7.8% compared with that of HPCM0 (without PVA). Dry bulk density can reflect the degree of densification inside the cement matrix; this indicates that the incorporation of an appropriate amount of PVA can improve the pore structure of HPCM. Similar findings have been reported by Allahverdi et al. [50], whose results showed that the filling effect of the PVA film formed during cement hydration could result in a matrix with dense internal microstructure and high dry bulk specific gravity. The improvement in the CNT dispersion state in the matrix by PVA incorporation might be another reason for the improved densification of HPCM. The dry bulk density of HPCM5 (with 2 wt% PVA) decreased by approximately 1.5% than that of HPCM4, suggesting that doping with high amounts of PVA would have some negative effects on HPCM densification. This phenomenon can be attributed to two reasons. First, the strong cohesive forces generated by the incorporation of excessive amounts of PVA can negatively affect the workability of fresh mortar and consequently the homogeneity of the mixture, a finding that was confirmed in our previous work [48]. Second, air entrapment caused by the incorporation of large amounts of PVA can reduce the internal densification of the matrix, despite using a certain amount of defoamer. It is well known that improving the internal densification of cementitious materials contributes to strength enhancement. Figure 8b illustrates that a strong correlation with an R 2 value of 0.82/0.91 exists between the 28-day compressive/flexural strengths and dry bulk density of HPCM. In addition, the compressive and flexural strengths of HPCM increase linearly with dry bulk density.

Figure 8 
                  (a) Dry bulk density and (b) its correlation with compressive/flexural strengths of HPCM with different PVA contents.
Figure 8

(a) Dry bulk density and (b) its correlation with compressive/flexural strengths of HPCM with different PVA contents.

3.6 Effect of PVA content on the water resistance of HPCM

The water resistance of cementitious materials is related to their porosity and can provide useful information on pore permeability within the specimen. Figure 9 depicts the capillary water absorption exhibited by HPCM samples for different PVA dosages. The experimental results showed that the capillary water absorption curves of HPCM samples with and without PVA comprised two phases: a rapid water absorption phase (phase I) and water absorption saturation phase (phase II). However, the 24-h water absorption rate considerably reduced after the introduction of PVA into HPCM. The incorporation of 1 wt% PVA (HPCM4) was the most effective for improving the water resistance of HPCM. The 24-h water absorption rate of HPCM4 was 3.21 kg m−2, which was 60% lower than that of HPCM0. By contrast, the 24-h water absorption rate of HPCM5 was 25% higher than that of HPCM4. This experimental phenomenon suggests that an appropriate concentration of PVA can effectively improve the water resistance of HPCM. The amount of absorbed water was proportional to the square root of time, and the absorption coefficient could be defined as the slope of the absorption curve during the rapid absorption phase [52]. The water absorption coefficients of HPCM specimens with different PVA contents are shown in Figure 9b. The water absorption coefficients of the PVA-modified mortars (HPCM1–HPCM5) were considerably lower than that of HPCM0. Amongst samples, HPCM4 had the lowest water absorption coefficient of 0.30 kg m−2 min1/2, which was 68% lower than that of HPCM0. The main reasons for the improved water resistance of HPCM samples containing moderate amounts of PVA can be attributed to the following two aspects. First, the uniformly distributed polymer film formed in the cement matrix has a good confinement effect, which significantly reduces the diffusion rate of water in HPCM, a finding consistent with that reported by Kim and Robertson [49]. Second, the relatively homogeneously dispersed nanofillers formed by PVA and h-CNTs filled permeable pores in the cement matrix, leading to improved water resistance of the cement mortar [51].

Figure 9 
                  (a) Capillary water absorption (b) and water absorption coefficient of HPCM with different PVA contents.
Figure 9

(a) Capillary water absorption (b) and water absorption coefficient of HPCM with different PVA contents.

3.7 Dispersion studies on h-CNTs in water and PVA latex

As shown in Figure 10, SEM was used to observe the distribution morphology of h-CNTs in pure water and varying concentrations of PVA latex and evaluate the effect of PVA on the dispersion characteristics of the CNTs. Notably, in pure water, h-CNTs tended to entangle and aggregate owing to van der Waals forces, despite undergoing 1.5 h of ultrasonic dispersion. By contrast, the CNTs showed a relatively uniform distribution with increasing PVA doping amounts in the solution, and their surface appeared to be encapsulated by a polymer gel layer. In addition, some profiles of the CNTs isolated from the polymer and several encapsulated fillers could be easily observed in the h-CNT/PVA system. These materials were connected together to form an interpenetrating network. The SEM images clearly showed that PVA could increase the spatial positional barrier between h-CNTs through a coating effect, thereby weakening the van der Waals forces between nanoparticles and improving their dispersion. This phenomenon was similar to that found by Naseem et al. [53].

Figure 10 
                  SEM images of h-CNT dispersion in (a) pure water and (b) 1 wt%, (c) 3 wt% and (d) 7 wt% PVA latex.
Figure 10

SEM images of h-CNT dispersion in (a) pure water and (b) 1 wt%, (c) 3 wt% and (d) 7 wt% PVA latex.

Ensuring not only the good dispersion of the nanoparticles but also the formation of long-term stable interfacial bonding with the substrate is necessary to fully use the potential of the CNTs. Figure 11 shows the results of sedimentation tests on h-CNTs in pure water and PVA latex. The initial state of the sedimentation test was directly photographed after 1.5 h of ultrasonic dispersion, and the test solution was then kept undisturbed for continuous measurements. The particles in pure water almost completely precipitated after 5 min. By contrast, the dispersion of the CNTs in PVA latex was more stable. In particular, in 1–3 wt% PVA latex, the nanoparticles remained stably dispersed even after 24 h without coagulation or precipitation. This result fully demonstrated that the appropriate concentration of PVA could effectively maintain the dispersion state of h-CNTs.

Figure 11 
                  Dispersion state of h-CNTs in (a) pure water and (b) 1 wt%, (b) 3 wt% and (d) 7 wt% PVA latex vs time.
Figure 11

Dispersion state of h-CNTs in (a) pure water and (b) 1 wt%, (b) 3 wt% and (d) 7 wt% PVA latex vs time.

3.8 Macromorphology of CNT-modified cement mortars with and without PVA

Figure 12 shows the typical macroscopic morphology of different types of CNT- modified cement mortars with and without PVA incorporation. By comparing these morphologies, we can clarify the effect of PVA doping on the distribution and dispersion stability of nanoparticles in cement mortars. When the CNTs were added alone (with or without functionalisation), black particles aggregated on the surfaces of the moulded specimen (top view) and nanoparticle layering appeared on the side of the specimen. This phenomenon indicates poor bonding between CNTs and cement, with nanoparticles suspending and distributing in a layered manner during vibration and moulding. The top and side views of the PVA-incorporated samples showed a uniform grey–green colour (the original colour of the cement mortar), suggesting that the incorporation of PVA enhanced the adhesion between CNTs and cement and fixed the uniform distribution of the nanoparticles in the cement matrix.

Figure 12 
                  Typical top and side macro views of CNT-modified cement mortars with and without PVA.
Figure 12

Typical top and side macro views of CNT-modified cement mortars with and without PVA.

3.9 Microstructural analysis

The microscopic morphologies of PCM, HCM and HPCM4 are observed using SEM to deeply understand the internal structural changes in the cement mortar and enhancement mechanism after incorporating PVA, h-CNTs and h-CNT/PVA composites. Representative SEM images are shown in Figure 13. Figure 13a clearly reveals that PVA positively affects the microstructure of cement mortar, given that numerous polymer films are formed to bridge over cracks. Polymer film formation is the main factor affecting the strength enhancement of cement mortars with PVA. However, broken PVA films with irregular shapes are observed in the SEM images, indicating the limiting load transfer capacity of PVA films. Figure 13b shows defects in HCM incorporated with 0.5 wt% h-CNTs after 28 days of curing, wherein a large number of CNTs with smooth surfaces are observed. Figure 13b shows that the agglomeration of h-CNTs occurs because an h-CNT content of 0.5 wt% is excessively high and cannot be uniformly dispersed in the CNT–cement system using only a sonicator. This figure also shows the positive effect of the CNTs on the microstructure of cement mortar, wherein some micropores are filled by h-CNTs. The SEM images of HPCM4 are presented in Figure 13c, showing the interaction between PVA and h-CNTs. The h-CNTs are coated by PVA film, and three-dimensional h-CNT/PVA networks bridge cracks and fill pores, leading to a dense microstructure. Furthermore, the h-CNT/PVA hybrid modifier is uniformly dispersed within the cement mortar. The formation of abundant h-CNT/PVA networks and densified microstructure of HPCM4 are the key factors for the enhancement in mechanical properties. Figure 13c also shows that h-CNTs are embedded within PVA films and form good bonds with the cement matrix. The network structure comprising of h-CNT/PVA acts like long fibres (which are considerably longer than h-CNTs) and can bridge large cracks, thus improving the load transfer capacity of the cement matrix.

Figure 13 
                  SEM images of (a) PCM, (b) HCM and (c) HPCM4.
Figure 13

SEM images of (a) PCM, (b) HCM and (c) HPCM4.

4 Discussion

The above results show that incorporating of appropriate amounts of PVA and CNTs can remarkably improve the mechanical properties and water resistance of cement mortar. This improvement can be explained on the basis of SEM, XRD, FTIR and Raman results as follows:

  1. CNTs have high aspect ratios that lead to strong van der Waals self-attraction, thereby causing them to disperse uniformly and show a tendency to form agglomerates in pure water [54]. When CNTs are combined with PVA latex, PVA molecules improve the dispersion of the nanoparticles in two ways (as shown in Figure 14a). First, the PVA gel encapsulated on the CNT surface can act as a spatial site barrier and increase the distance between the nanoparticles (this is confirmed in Figure 10). The interaction with PVA molecules introduces additional surface defects in CNTs (especially, functionalised CNTs). These defects help weaken the van der Waals forces between the nanoparticles, thereby further preventing the agglomeration of CNTs. Second, the PVA gel effectively maintains the dispersion stability of the nanoparticles during the mixing of CNT/PVA complexes with cement paste.

  2. As the water content decreases during hydration, PVA gel particles gradually come together to form cured polymer films. These polymer films and CNT particles are in contact with each other, forming a special CNT/PVA network structure. The presence of the CNT/PVA network is advantageous to the performance of cement mortar in two ways (Figure 14b). First, the pure PVA film has insufficient strength to bridge cracks (PVA film breakage can be observed in Figure 13a), whereas the CNT/PVA network containing CNT as a nanoreinforcing agent enhances load transfer between cement matrices more efficiently. In addition, nanoscale CNTs can only bridge small cracks, whereas the long fibre-like structures formed by CNT/PVA can bridge large cracks. Second, the uniformly distributed CNT/PVA network can effectively reduce the number of large pores through the filling effect, thereby improving the compactness of the cement matrix. However, the excessive use of PVA can have a negative impact on the performance of cement mortars, which can be attributed to three main reasons. First, the strong cohesion formed due to the excessive incorporation of PVA negatively affects the workability of the fresh mortar and consequently the homogeneity of the mixture, a finding that has been confirmed in our previous work [48]. Second, the incorporation of excessive PVA can exert a gas-entraining effect and produce numerous macropores, negatively affecting the mortar’s properties [55]. Third, the thick polymer film formed in the matrix by the excessive incorporation of PVA hinders the hydration of cement particles, which is another factor contributing to its reduced effectiveness in improving the properties of cement mortar [48]. A reasonable PVA addition to CNT–cement mortars systems (in the range of 0.6–1 wt%) is recommended on the basis of the results of this study.

Figure 14 
               Schematic representation of (a) PVA molecules improving the dispersion of CNTs and (b) the synergistic effect of CNTs and PVA on cement mortar.
Figure 14

Schematic representation of (a) PVA molecules improving the dispersion of CNTs and (b) the synergistic effect of CNTs and PVA on cement mortar.

5 Conclusions

Herein, the microstructures and mechanical properties of cement mortar containing CNT/PVA hybrids are investigated. In addition, the chemical interactions and microstructural characteristics of the CNT/PVA composites and their resulting mortars are determined via FTIR, XRD, Raman and SEM analyses. The conclusions of this work are summarised below:

  1. The compound addition of appropriate amounts of PVA to CNT-modified cement mortars, especially mortars modified with functionalised CNTs, can synergistically improve the mechanical properties of the mortars. The combined use of 0.5 wt% h-CNTs and 1 wt% PVA in the cement matrix provides the best mechanical properties amongst all samples. This strategy increases the compressive/flexural strengths of the modified cement by 53%/101% than those of the reference (without CNTs and PVA).

  2. The incorporation of PVA considerably increases the resistance of the h-CNT-modified cement mortar to water capillary adsorption. This effect is most remarkable at a 1 wt% dosage than at the other dosages.

  3. The presence of PVA improves the dispersion uniformity and interfacial adhesion of CNTs, enabling them to be stably dispersed in the cement matrix.

  4. The SEM analyses revealed that the use of the h-CNT/PVA hybrids leads to the formation of h-CNT/PVA films that bridge cracks and fill pores in the cement matrix, thereby improving the mechanical properties, especially flexural properties, of the cement mortar.

  5. The findings of this study highlight the potential of CNT/PVA (especially h-CNT/PVA) hybrids as additives to improve the mechanical properties of cementitious materials. However, it is worth noting that PVA has poor ageing resistance and low thermal stability; hence, future research efforts should focus on the possible effects of CNT/PVA hybrids on the long-term durability of cementitious materials. In addition, the incorporation of PVA may increase the water and heat sensitivity of cement-based materials. Therefore, further investigations involving dry–wet cycles, freeze–thawing cycles and high temperatures should be conducted.

  1. Funding information: The authors thank the projects supported from the National Natural Science Foundation of China (No. 52178209 and 51708145), the Key Projects of Universities of Guangdong Province (2019KZDZX2001), the project of Natural Science Research Foundation of Guizhou Province (No. ZK [2021]-283) and Guangzhou Maritime University Scientific Research Initiation Fund (K42022116).

  2. Author contribution: Jie Fan: data curation, writing of the original draft, conceptualisation, methodology; Sijie Deng: conceptualisation, writing of the original draft; Gengying Li: conceptualisation, validation, writing – review and editing; Jianxin Li: data curation, investigation; Jinwen Zhang: writing – review and editing, conceptualisation, supervision. 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: 2024-02-21
Revised: 2024-04-04
Accepted: 2024-04-13
Published Online: 2024-05-14

© 2024 the author(s), published by De Gruyter

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

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  43. Ferromagnetic effect on Casson nanofluid flow and transport phenomena across a bi-directional Riga sensor device: Darcy–Forchheimer model
  44. Performance of carbon nanomaterials incorporated with concrete exposed to high temperature
  45. Multicriteria-based optimization of roller compacted concrete pavement containing crumb rubber and nano-silica
  46. Revisiting hydrotalcite synthesis: Efficient combined mechanochemical/coprecipitation synthesis to design advanced tunable basic catalysts
  47. Exploration of irreversibility process and thermal energy of a tetra hybrid radiative binary nanofluid focusing on solar implementations
  48. Effect of graphene oxide on the properties of ternary limestone clay cement paste
  49. Improved mechanical properties of graphene-modified basalt fibre–epoxy composites
  50. Sodium titanate nanostructured modified by green synthesis of iron oxide for highly efficient photodegradation of dye contaminants
  51. Green synthesis of Vitis vinifera extract-appended magnesium oxide NPs for biomedical applications
  52. Differential study on the thermal–physical properties of metal and its oxide nanoparticle-formed nanofluids: Molecular dynamics simulation investigation of argon-based nanofluids
  53. Heat convection and irreversibility of magneto-micropolar hybrid nanofluids within a porous hexagonal-shaped enclosure having heated obstacle
  54. Numerical simulation and optimization of biological nanocomposite system for enhanced oil recovery
  55. Laser ablation and chemical vapor deposition to prepare a nanostructured PPy layer on the Ti surface
  56. Cilostazol niosomes-loaded transdermal gels: An in vitro and in vivo anti-aggregant and skin permeation activity investigations towards preparing an efficient nanoscale formulation
  57. Linear and nonlinear optical studies on successfully mixed vanadium oxide and zinc oxide nanoparticles synthesized by sol–gel technique
  58. Analytical investigation of convective phenomena with nonlinearity characteristics in nanostratified liquid film above an inclined extended sheet
  59. Optimization method for low-velocity impact identification in nanocomposite using genetic algorithm
  60. Analyzing the 3D-MHD flow of a sodium alginate-based nanofluid flow containing alumina nanoparticles over a bi-directional extending sheet using variable porous medium and slip conditions
  61. A comprehensive study of laser irradiated hydrothermally synthesized 2D layered heterostructure V2O5(1−x)MoS2(x) (X = 1–5%) nanocomposites for photocatalytic application
  62. Computational analysis of water-based silver, copper, and alumina hybrid nanoparticles over a stretchable sheet embedded in a porous medium with thermophoretic particle deposition effects
  63. A deep dive into AI integration and advanced nanobiosensor technologies for enhanced bacterial infection monitoring
  64. Effects of normal strain on pyramidal I and II 〈c + a〉 screw dislocation mobility and structure in single-crystal magnesium
  65. Computational study of cross-flow in entropy-optimized nanofluids
  66. Significance of nanoparticle aggregation for thermal transport over magnetized sensor surface
  67. A green and facile synthesis route of nanosize cupric oxide at room temperature
  68. Effect of annealing time on bending performance and microstructure of C19400 alloy strip
  69. Chitosan-based Mupirocin and Alkanna tinctoria extract nanoparticles for the management of burn wound: In vitro and in vivo characterization
  70. Electrospinning of MNZ/PLGA/SF nanofibers for periodontitis
  71. Photocatalytic degradation of methylene blue by Nd-doped titanium dioxide thin films
  72. Shell-core-structured electrospinning film with sequential anti-inflammatory and pro-neurogenic effects for peripheral nerve repairment
  73. Flow and heat transfer insights into a chemically reactive micropolar Williamson ternary hybrid nanofluid with cross-diffusion theory
  74. One-pot fabrication of open-spherical shapes based on the decoration of copper sulfide/poly-O-amino benzenethiol on copper oxide as a promising photocathode for hydrogen generation from the natural source of Red Sea water
  75. A penta-hybrid approach for modeling the nanofluid flow in a spatially dependent magnetic field
  76. Advancing sustainable agriculture: Metal-doped urea–hydroxyapatite hybrid nanofertilizer for agro-industry
  77. Utilizing Ziziphus spina-christi for eco-friendly synthesis of silver nanoparticles: Antimicrobial activity and promising application in wound healing
  78. Plant-mediated synthesis, characterization, and evaluation of a copper oxide/silicon dioxide nanocomposite by an antimicrobial study
  79. Effects of PVA fibers and nano-SiO2 on rheological properties of geopolymer mortar
  80. Investigating silver and alumina nanoparticles’ impact on fluid behavior over porous stretching surface
  81. Potential pharmaceutical applications and molecular docking study for green fabricated ZnO nanoparticles mediated Raphanus sativus: In vitro and in vivo study
  82. Effect of temperature and nanoparticle size on the interfacial layer thickness of TiO2–water nanofluids using molecular dynamics
  83. Characteristics of induced magnetic field on the time-dependent MHD nanofluid flow through parallel plates
  84. Flexural and vibration behaviours of novel covered CFRP composite joints with an MWCNT-modified adhesive
  85. Experimental research on mechanically and thermally activation of nano-kaolin to improve the properties of ultra-high-performance fiber-reinforced concrete
  86. Analysis of variable fluid properties for three-dimensional flow of ternary hybrid nanofluid on a stretching sheet with MHD effects
  87. Biodegradability of corn starch films containing nanocellulose fiber and thymol
  88. Toxicity assessment of copper oxide nanoparticles: In vivo study
  89. Some measures to enhance the energy output performances of triboelectric nanogenerators
  90. Reinforcement of graphene nanoplatelets on water uptake and thermomechanical behaviour of epoxy adhesive subjected to water ageing conditions
  91. Optimization of preparation parameters and testing verification of carbon nanotube suspensions used in concrete
  92. Max-phase Ti3SiC2 and diverse nanoparticle reinforcements for enhancement of the mechanical, dynamic, and microstructural properties of AA5083 aluminum alloy via FSP
  93. Advancing drug delivery: Neural network perspectives on nanoparticle-mediated treatments for cancerous tissues
  94. PEG-PLGA core–shell nanoparticles for the controlled delivery of picoplatin–hydroxypropyl β-cyclodextrin inclusion complex in triple-negative breast cancer: In vitro and in vivo study
  95. Conduction transportation from graphene to an insulative polymer medium: A novel approach for the conductivity of nanocomposites
  96. Review Articles
  97. Developments of terahertz metasurface biosensors: A literature review
  98. Overview of amorphous carbon memristor device, modeling, and applications for neuromorphic computing
  99. Advances in the synthesis of gold nanoclusters (AuNCs) of proteins extracted from nature
  100. A review of ternary polymer nanocomposites containing clay and calcium carbonate and their biomedical applications
  101. Recent advancements in polyoxometalate-functionalized fiber materials: A review
  102. Special contribution of atomic force microscopy in cell death research
  103. A comprehensive review of oral chitosan drug delivery systems: Applications for oral insulin delivery
  104. Cellular senescence and nanoparticle-based therapies: Current developments and perspectives
  105. Cyclodextrins-block copolymer drug delivery systems: From design and development to preclinical studies
  106. Micelle-based nanoparticles with stimuli-responsive properties for drug delivery
  107. Critical assessment of the thermal stability and degradation of chemically functionalized nanocellulose-based polymer nanocomposites
  108. Research progress in preparation technology of micro and nano titanium alloy powder
  109. Nanoformulations for lysozyme-based additives in animal feed: An alternative to fight antibiotic resistance spread
  110. Incorporation of organic photochromic molecules in mesoporous silica materials: Synthesis and applications
  111. A review on modeling of graphene and associated nanostructures reinforced concrete
  112. A review on strengthening mechanisms of carbon quantum dots-reinforced Cu-matrix nanocomposites
  113. Review on nanocellulose composites and CNFs assembled microfiber toward automotive applications
  114. Nanomaterial coating for layered lithium rich transition metal oxide cathode for lithium-ion battery
  115. Application of AgNPs in biomedicine: An overview and current trends
  116. Nanobiotechnology and microbial influence on cold adaptation in plants
  117. Hepatotoxicity of nanomaterials: From mechanism to therapeutic strategy
  118. Applications of micro-nanobubble and its influence on concrete properties: An in-depth review
  119. A comprehensive systematic literature review of ML in nanotechnology for sustainable development
  120. Exploiting the nanotechnological approaches for traditional Chinese medicine in childhood rhinitis: A review of future perspectives
  121. Twisto-photonics in two-dimensional materials: A comprehensive review
  122. Current advances of anticancer drugs based on solubilization technology
  123. Recent process of using nanoparticles in the T cell-based immunometabolic therapy
  124. Future prospects of gold nanoclusters in hydrogen storage systems and sustainable environmental treatment applications
  125. Preparation, types, and applications of one- and two-dimensional nanochannels and their transport properties for water and ions
  126. Microstructural, mechanical, and corrosion characteristics of Mg–Gd–x systems: A review of recent advancements
  127. Functionalized nanostructures and targeted delivery systems with a focus on plant-derived natural agents for COVID-19 therapy: A review and outlook
  128. Mapping evolution and trends of cell membrane-coated nanoparticles: A bibliometric analysis and scoping review
  129. Nanoparticles and their application in the diagnosis of hepatocellular carcinoma
  130. In situ growth of carbon nanotubes on fly ash substrates
  131. Structural performance of boards through nanoparticle reinforcement: An advance review
  132. Reinforcing mechanisms review of the graphene oxide on cement composites
  133. Seed regeneration aided by nanomaterials in a climate change scenario: A comprehensive review
  134. Surface-engineered quantum dot nanocomposites for neurodegenerative disorder remediation and avenue for neuroimaging
  135. Graphitic carbon nitride hybrid thin films for energy conversion: A mini-review on defect activation with different materials
  136. Nanoparticles and the treatment of hepatocellular carcinoma
  137. Special Issue on Advanced Nanomaterials and Composites for Energy Conversion and Storage - Part II
  138. Highly safe lithium vanadium oxide anode for fast-charging dendrite-free lithium-ion batteries
  139. Recent progress in nanomaterials of battery energy storage: A patent landscape analysis, technology updates, and future prospects
  140. Special Issue on Advanced Nanomaterials for Carbon Capture, Environment and Utilization for Energy Sustainability - Part II
  141. Calcium-, magnesium-, and yttrium-doped lithium nickel phosphate nanomaterials as high-performance catalysts for electrochemical water oxidation reaction
  142. Low alkaline vegetation concrete with silica fume and nano-fly ash composites to improve the planting properties and soil ecology
  143. Mesoporous silica-grafted deep eutectic solvent-based mixed matrix membranes for wastewater treatment: Synthesis and emerging pollutant removal performance
  144. Electrochemically prepared ultrathin two-dimensional graphitic nanosheets as cathodes for advanced Zn-based energy storage devices
  145. Enhanced catalytic degradation of amoxicillin by phyto-mediated synthesised ZnO NPs and ZnO-rGO hybrid nanocomposite: Assessment of antioxidant activity, adsorption, and thermodynamic analysis
  146. Incorporating GO in PI matrix to advance nanocomposite coating: An enhancing strategy to prevent corrosion
  147. Synthesis, characterization, thermal stability, and application of microporous hyper cross-linked polyphosphazenes with naphthylamine group for CO2 uptake
  148. Engineering in ceramic albite morphology by the addition of additives: Carbon nanotubes and graphene oxide for energy applications
  149. Nanoscale synergy: Optimizing energy storage with SnO2 quantum dots on ZnO hexagonal prisms for advanced supercapacitors
  150. Aging assessment of silicone rubber materials under corona discharge accompanied by humidity and UV radiation
  151. Tuning structural and electrical properties of Co-precipitated and Cu-incorporated nickel ferrite for energy applications
  152. Sodium alginate-supported AgSr nanoparticles for catalytic degradation of malachite green and methyl orange in aqueous medium
  153. An environmentally greener and reusability approach for bioenergy production using Mallotus philippensis (Kamala) seed oil feedstock via phytonanotechnology
  154. Micro-/nano-alumina trihydrate and -magnesium hydroxide fillers in RTV-SR composites under electrical and environmental stresses
  155. Mechanism exploration of ion-implanted epoxy on surface trap distribution: An approach to augment the vacuum flashover voltages
  156. Nanoscale engineering of semiconductor photocatalysts boosting charge separation for solar-driven H2 production: Recent advances and future perspective
  157. Excellent catalytic performance over reduced graphene-boosted novel nanoparticles for oxidative desulfurization of fuel oil
  158. Special Issue on Advances in Nanotechnology for Agriculture
  159. Deciphering the synergistic potential of mycogenic zinc oxide nanoparticles and bio-slurry formulation on phenology and physiology of Vigna radiata
  160. Nanomaterials: Cross-disciplinary applications in ornamental plants
  161. Special Issue on Catechol Based Nano and Microstructures
  162. Polydopamine films: Versatile but interface-dependent coatings
  163. In vitro anticancer activity of melanin-like nanoparticles for multimodal therapy of glioblastoma
  164. Poly-3,4-dihydroxybenzylidenhydrazine, a different analogue of polydopamine
  165. Chirality and self-assembly of structures derived from optically active 1,2-diaminocyclohexane and catecholamines
  166. Advancing resource sustainability with green photothermal materials: Insights from organic waste-derived and bioderived sources
  167. Bioinspired neuromelanin-like Pt(iv) polymeric nanoparticles for cancer treatment
  168. Special Issue on Implementing Nanotechnology for Smart Healthcare System
  169. Intelligent explainable optical sensing on Internet of nanorobots for disease detection
  170. Special Issue on Green Mono, Bi and Tri Metallic Nanoparticles for Biological and Environmental Applications
  171. Tracking success of interaction of green-synthesized Carbopol nanoemulgel (neomycin-decorated Ag/ZnO nanocomposite) with wound-based MDR bacteria
  172. Green synthesis of copper oxide nanoparticles using genus Inula and evaluation of biological therapeutics and environmental applications
  173. Biogenic fabrication and multifunctional therapeutic applications of silver nanoparticles synthesized from rose petal extract
  174. Metal oxides on the frontlines: Antimicrobial activity in plant-derived biometallic nanoparticles
  175. Controlling pore size during the synthesis of hydroxyapatite nanoparticles using CTAB by the sol–gel hydrothermal method and their biological activities
  176. Special Issue on State-of-Art Advanced Nanotechnology for Healthcare
  177. Applications of nanomedicine-integrated phototherapeutic agents in cancer theranostics: A comprehensive review of the current state of research
  178. Smart bionanomaterials for treatment and diagnosis of inflammatory bowel disease
  179. Beyond conventional therapy: Synthesis of multifunctional nanoparticles for rheumatoid arthritis therapy
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