Introduction

The growing concern over environmental challenges posed by the usage of non-renewable materials in various industries has spurred a shift towards renewable and sustainable alternatives. As the demand for materials continues to rise, there is a pressing need to explore efficient and eco-friendly solutions that can mitigate the adverse impacts of industrial processes1. While non-renewable resources still have substantial global reserves, the environmental consequences associated with their production and processing are becoming increasingly alarming, necessitating a focus on material efficiency and sustainability2. In response to these challenges, there has been a renewed interest in harnessing renewable resources3,4,5, with bamboo emerging as a promising nature-based solution (NbS). Bamboo offers several advantages over traditional wood and herbaceous biomass, such as rapid biomass accumulation, high photosynthesis rates, and exceptional carbon fixation capacity6,7,8. Additionally, lignocellulosic biomass from bamboo holds great promise, particularly in the development of nanocomposites, structural materials, and renewable energy applications9,10. The potential of bamboo as a superior renewable material has garnered attention, and several studies have focused on its composition and suitability for various applications. Notably, the bamboo species, with approximately 1700 reported species, has exhibited remarkable mechanical properties owing to its lignocellulosic fibre content, positioning it as a potential alternative to solid wood and synthetic fibres in commercial sectors11. Despite the significant potential, many bamboo species remain underexplored.

In this context, the present study investigates the taxonomy, Lignocellulosic profiling, fibre strength, and mechanical characterization of two varieties of Pseudoxytenanthera Bamboo species: Pseudoxytenanthera ritchiei and Pseudoxytenanthera stocksii. These species are compared with Bambusa balcooa, a priority bamboo species identified by The International Plant Genetic Resources Institute (IPGRI) for composite applications. The research aims to shed light on the potential superiority of Pseudoxytenanthera species in terms of chemical and mechanical characteristics when compared to widely used bamboo species12,13. To assess the chemical composition, density quantification was carried out using BET (Brunauer–Emmett–Teller) analysis, while elemental analysis was performed using SEM–EDX and FTIR spectroscopy. Furthermore, tensile tests were conducted to evaluate the mechanical properties of the three species. Additionally, thermogravimetric analysis (TGA) was employed to assess the thermal stability of the fibres, particularly focusing on Pseudoxytenanthera stocksii, to determine its suitability for high-temperature applications. The findings of this study hold significant potential for advancing the use of renewable and sustainable materials in various engineering applications. By identifying the superior characteristics of specific bamboo species, especially Pseudoxytenanthera stocksii, this research contributes valuable insights for the development of eco-friendly composites and construction materials, fostering a more sustainable future for industrial sectors.

Materials and methods

Material collection

The Jawaharlal Nehru Tropical Botanic Garden & Research Institute (JNTBGRI) is an R&D institution under Government of Kerala dedicated to the conservation and sustainable utilisation of India’s plant diversity, with a special focus on Kerala and the Western Ghats region. Among the various plant species conserved at JNTBGRI, bamboo holds significant importance in their conservation efforts. Three bamboo species, namely Bambusa balcooa (BB), Pseudoxytenanthera ritchiei (BR) and Pseudoxytenanthera stocksii (BS), have been selected for an extensive study. Specimens of these bamboo species were collected from the Bambusetum of JNTBGRI, which is located at latitude 8.7543° N and longitude 77.0247° E, at an altitude of 82 m above sea level. Bambusa balcooa (BB) and Pseudoxytenanthera ritchiei (BR) samples were identified by Dr. K C Koshy from Forest Research Institute Dehradun in 1998 and from Kerala Forest Research Institute Nilambur, Kerala in 1997 and conserved in JNTBGRI with voucher specimens kept in herbarium with accession no 43 and 64 respectively. Whereas Pseudoxytenanthera stocksii (BS) was identified from Machoor Mala, Kannur, Kerala in 2008 by Dr. B Gopakumar and conserved in JNTBGRI with voucher specimens kept in herbarium with accession no 891. The samples are stored in air tight containers. Bambusa balcooa has been chosen as the reference species due to its unique properties, including low density, high biodegradability, affordability, and impressive strength and stiffness. The study will compare the test results of the other bamboo species with those of Bambusa balcooa.

Figure 1 illustrates Pseudoxytenanthera ritchiei14,15, an exquisite woody bamboo species found exclusively in the Western Ghats. These bamboos grow in clumps with a basal circumference of 2–5 m and reach a height of 3–8 m, with internodes measuring 30–40 cm at breast height. Figure 1a shows Pseudoxytenanthera ritchiei clumps and Fig. 1b shows longitudinal section of culm between the nodes. Each clump consists of 50–100 straight and solid culms, which are brownish green in colour and covered with a brown velvet tomentum when young. The poles of this bamboo are sturdy and upright, while the leaves are linear-lanceolate in shape. Figure 1c and d shows the aerial view of the cut section of culm detailing the fibre orientation for Pseudoxytenanthera ritchiei.

Figure 1
figure 1

Images of the bamboo species—Pseudoxytenanthera ritchiei (BR).

Pseudoxytenanthera stocksii16,17,18,19 is an impressive woody bamboo species shown in Fig. 2 known for its strength and resilience. These bamboos can reach a height of 10–15 m, with internodes measuring 30–40 cm at breast height. When young, the culms display a vibrant green colour with a distinctive greyish pubescence. Notably, the culm sheaths are adorned with brown persistent hairs, adding to the bamboo's unique appearance. Figure 2a shows Pseudoxytenanthera stocksii stems collected for the study and Fig. 2b shows longitudinal section of culm between the nodes. The leaves of Pseudoxytenanthera stocksii typically measure between 15 × 1.3 to 30 × 3 cm, showcasing a linear and lance-shaped structure. These features make Pseudoxytenanthera stocksii a valuable species, serving various purposes while contributing to the ecological significance and biodiversity of the Western Ghats, its native habitat. Figure 2c and d shows the top view of the cross section of culm detailing the fibre orientation Pseudoxytenanthera stocksii.

Figure 2
figure 2

Images of the bamboo species—Pseudoxytenanthera stocksii (BS).

Bambusa balcooa20 shown in Fig. 3 is a remarkable drought resistant bamboo species with a unique ability to thrive in regions with low rainfall. This exceptional bamboo has the potential to yield over 100 metric tons per hectare, making it a valuable resource for sustainable cultivation and economic purposes. Originally native to the Indian subcontinent and Indo-China, Bambusa balcooa Roxb is a clumping bamboo known for its impressive height, reaching up to 25 m, and substantial wall thickness, measuring 15 cm. Figure 3a shows Bambusa balcooa culms and Fig. 2b shows longitudinal section of culm between the nodes Its ability to grow in arid conditions and its remarkable yield potential make it an essential species for conservation efforts and a promising option for various industries and applications. Figure 3c and d shows the top view of the cross section of culm detailing the fibre orientation Bambusa balcooa.

Figure 3
figure 3

Images of the bamboo species—Bambusa balcooa (BB).

Ethics statement

Experimental research and field studies on various species of bamboo reported here comply with relevant institutional, national, and international guidelines and legislation.

Structures of the bamboo fibre

Bamboo, a natural nanocomposite, boasts intricate structures at both macroscopic and microscopic levels. The arrangement of its fibres is such that they are densely packed near the outer boundary and sparsely distributed towards the center of the bamboo21 shown in Fig. 4. This unique design ensures consistent strength throughout its radial and lengthwise directions, as highlighted as suggested in literature22. Additionally, denser bamboo fibres exhibit alternating thick and thin lamellae, with higher lignin concentration found in the thinner lamellae compared to the thicker ones, as indicated by23. Studies by24 have revealed the main constituents of bamboo culms, which primarily consist of cellulose (60–70%), polysaccharides (20–25%), hemicelluloses, and lignin (each comprising approximately 20–30%). Furthermore, minor concentrations of resins, tannins, waxes, and inorganic salts are also present. The chemical composition of bamboo is comparable to that of hardwoods, with cellulose, hemicellulose, and lignin as its primary components. However, it differentiates itself by having higher alkaline extract, ash, and silica contents. Bamboo's multifaceted structure and chemical composition make it an exceptional natural material with versatile applications. Its unique fibre arrangement ensures excellent mechanical properties, providing strength and flexibility. The abundance of cellulose offers significant potential for various industrial uses, particularly in the production of paper, textiles, and bioenergy. Additionally, bamboo's high lignin content makes it durable and resistant to decay, making it suitable for construction and outdoor applications. The diverse properties of bamboo, along with its sustainability and renewability, have led to increasing interest in utilizing it as a green alternative in various industries. As a renewable resource, bamboo plays a crucial role in sustainable development and environmental conservation efforts. With ongoing research and advancements in processing technologies, bamboo's potential is expected to be further unlocked, enabling a wider range of innovative and eco-friendly applications across different sectors.

Figure 4
figure 4

Fibre orientation in bamboo species.

From Fig. 4a–c shows the cross-sectional images of Pseudoxytenanthera ritchiei, Pseudoxytenanthera stocksii and Bambusa balcooa respectively obtained using digital camera, it is evident that the fibres are closely packed towards the outer portion of the culm. For detailed analysis, the specimens were taken to LEIKA Optical Stereo Microscope and images obtained are shown below. The optical microscopic images reiterate the fact that the culm is denser as it progresses outwards radially and the matrix is predominant as it reaches the centre of culm radially. Figure 5a, d and g corresponds to Bambusa balcooa images from the radially outer portion to the centre respectively, similar cases for Fig. 5b, e and h for Pseudoxytenanthera ritchiei and Fig. 5c, f and i for Pseudoxytenanthera stocksii. From these images it is evident that Pseudoxytenanthera ritchiei has fibres are densely populated compared with other two.

Figure 5
figure 5

Optical microscopic images of cross section of bamboo culms.

Fibre extraction

As we traverse from the inner to the outer region of the bamboo stem, a consistent pattern of increasing tensile strength in the bamboo fibres becomes evident. Moreover, there is a noticeable rise in the tensile elastic modulus, while the strain to failure decreases. The fibres closer to the inner part exhibit a brittle fracture behaviour, while those nearer to the outer part demonstrate characteristics similar to ductile fracture25. In this particular study, the focus was on extracting fibres from the outer sheath of the bamboo stem. Three common methods for bamboo fibre extraction are available: mechanical, chemical, and a combination of both26. For this research, the mechanical extraction method called mechanical retting was employed. The process involved obtaining fresh internode billets from carefully selected bamboo plants and cutting them into 200 mm sections. Each section was further divided into six equally sized strips along the grain. These strips were soaked in water for approximately three days to facilitate the extraction process. Subsequently, the researchers manually scraped the bamboo fibre bundles from the soaked strips using a sharp knife. Although the fibres broke along their length during this process, they were found to be of strong and good quality. Only fibre bundles longer than 80 mm, possessing even thickness and a smooth surface, were selected to create tensile specimens. A total of 150 specimens were prepared, divided into six groups, each comprising 25 specimens. To ensure consistent moisture content and avoid any potential moisture-related variability in results, all the specimens were placed in a constant temperature and humidity box set at 20 °C and 65% relative humidity for moisture equilibration. This meticulous preparation and extraction process aimed to obtain reliable and standardized tensile specimens for further testing and analysis. The mechanical retting method was chosen due to its effectiveness in preserving the integrity and strength of the extracted fibres. By employing such carefully controlled procedures, the researchers sought to explore the mechanical properties of the bamboo fibres comprehensively, providing valuable insights into their potential applications in various industries, including construction, textiles, and engineering. Additionally, understanding the varying mechanical behaviour of the fibres along the stem could shed light on the structural design and engineering applications of bamboo-based materials, which are increasingly recognized for their sustainability and eco-friendliness.

Determination of bamboo fibre yield

Bamboo fibres were isolated by the chemical retting process27. Oven dried bamboo samples were cut into strips (20 × 2 × 2 mm), and immersed in the chemical solution containing 30% H2O2, Distilled water and Glacial acetic acid in the ratio 1:4:5 at a temperature of 60 °C for 42 h. The extracted fibres were then isolated by filtration and they were dried in oven at 75 °C for overnight. The yield of fibre extraction was calculated as a

$$Yield \left( \% \right) = \frac{Fibre\; weight\left( g \right)}{{Weight\; of \;Bamboo \;strips \left( g \right) }} \times 100$$

The fibre yield obtained for all the three species is 63.2% for Pseudoxytenanthera ritchiei and 65.27% for Pseudoxytenanthera stocksii, and 63.26 for Bambusa balcooa.

Physical characterization

Diameter and Density

The diameter of Bamboo fibres was determined by measuring three random locations of 100 fibres using an optical microscope with specific specifications. Longitudinal direction images were captured from distinct fibre samples. The mean diameter of the Bamboo fibre was then calculated using the software “Image Pro Plus. ” To assess the density of Bamboo fibres, a pycnometer setup was used. In this setup, the fibre density was identified by comparing it with the known density of toluene (\({\rho }_{t}\) = 0.866 g/cm3).

$${\varvec{\rho}} = \user2{ }\frac{{\left( {{\varvec{m}}_{2} - {\varvec{m}}_{1} } \right)}}{{\left( {{\varvec{m}}_{3} - {\varvec{m}}_{1} } \right) - \left( {{\varvec{m}}_{4} - {\varvec{m}}_{2} } \right)}} \times {\varvec{\rho}}_{{\varvec{t}}}$$

where, \(\rho\) and \({\rho }_{t}\) express the density of bamboo fibres and toluene respectively in g/cm3. Also \({{\varvec{m}}}_{1}\), \({{\varvec{m}}}_{2}\), \({{\varvec{m}}}_{3}\) and \({{\varvec{m}}}_{4}\) mass of the empty pycnometer, mass of the pycnometer filled with chopped fibres, mass of the pycnometer filled with toluene, and mass of the pycnometer filled with fibres and toluene in gram, respectively. The density of the Bamboo fibre was determined using a specific equation25. By employing these methods, researchers were able to accurately measure the diameter and density of bamboo fibres26,28. These parameters are essential for understanding the fibre's physical characteristics and its potential applications in various fields, including textiles, composites, and other engineering materials.

Chemical characterization

Determination of cellulose, hemicellulose & lignin

The cellulose, hemicellulose, and lignin content of the samples were determined29. First, the sample was refluxed with ethanol four times, with each reflux lasting for 15 min. It was then washed with distilled water and dried in an oven at 40 °C overnight to estimate the dry weight (A). Then the sample was treated with 24% KOH (Potassium hydroxide) for 4 h at 25 °C. Afterwards, it was thoroughly washed with distilled water and dried in an oven at 80 °C overnight, and the dry weight (B) was measured. The sample was treated with 72% H2SO4 (Sulphuric acid) for 3 h to hydrolyse the cellulose, and then refluxed with 5% H2SO4 for 2 h. The samples were washed with distilled water and dried in an oven at 80 °C overnight, and the dry weight (C) was measured. By following this method, the cellulose, hemicellulose, and lignin content of the samples could be determined accurately as follows.

$$Cellulose = B - C,\;Hemicellulose = A - B\;and\;Lignin = C.$$

The series of treatments allowed for the isolation and quantification of each component separately. Cellulose is the main component responsible for the structural strength of plant cell walls, while hemicellulose contributes to the amorphous regions of the cell wall and plays a role in bonding cellulose fibres together. Lignin, on the other hand, provides rigidity and resistance to degradation. Understanding the content of these components is crucial for assessing the quality and potential applications of the plant materials being studied.

Moisture content

Strictly adhering to ASTM D 2495 standards, the moisture content percentage of the specimens was measured by using the oven drying method30. The moisture content in the Bamboo fibres was determined by equation31, 32.

$$\user2{M }\left( \user2{\% } \right) = \frac{{{\varvec{W}}_{1} - {\varvec{W}}_{2} }}{{{\varvec{W}}_{1} }} \times {\mathbf{100}}$$

where, M (%) denotes the percentage of moisture content, W1 and W2 are the fibre weight before and after drying in grams.

Water absorption

An adaptation of the ASTM D570-98 standard was employed to assess water absorption in the test specimens. In this modified approach, the specimens were submerged in distilled water maintained at 21.5 °C for varying time spans, with a maximum of 60 min. The samples were retrieved from the water at specific intervals: 1, 3, 5, 10, 15, 20, 25, 30, and 60 min. Once removed, the samples were rapidly rid of any surface dampness and then weighed with precision to the nearest 0.0001 g. The difference in weight post-immersion was used to quantify the absorbed water volume. This methodology offers insights into the material's water uptake kinetics and sheds light on how it responds to prolonged exposure to water under controlled conditions.

$${\text{Water}}\;{\text{ Absorption }}\left( \% \right) \, = \frac{{{\text{weight }}\;{\text{after }}\;{\text{immersion }} - {\text{ weight }}\;{\text{before}}\;{\text{ immersion }}}}{{{\text{weight }}\;{\text{before }}\;{\text{immersion}}}} \times 100\%$$

FTIR analysis

The Infrared spectroscopic analysis of the fibres were carried out using the FTIR-IR Prestige-21 (Schimadzu Corporation, Japan)3. The powdered bamboo fibres were mixed Potassium bromide powder (ratio 1:10) then formed into a pellet for analysis. The graph was plotted between the percentage of transmitted IR light and the wave number (4000–400/cm).

X‑ray diffraction (XRD)

The crystallinity index of the bamboo fibre specimen was studied using X‑ray diffraction (XRD) technique. The degree of structural arrangement is determined through the crystallinity index which is important in determining the mechanical properties of natural cellulosic fibres33. Fibres with high crystallinity index or cellulose content have been found to possess superior mechanical properties. The XRD study was carried at room temperature using an X-ray diffractometer (Rigaku, Japan) out on using Cu–Kα source with wavelength 1.54 Å. 0.5 g of the samples was mounted on the sample holder. The X-Ray detector offered in the diffractometer was used to scan the diffracted X-ray between 0° and 40° (2θ) at a scan speed 4°/min in steps of 0.02°. The crystallinity index (CI) of bamboo fibre was then determined using empirical methods34 as presented in Equation.

$$CI\left( \% \right) = \frac{{I_{200} - I_{am} }}{{I_{200} }} \times 100$$

where, I200 is the maximum intensity of the peak between 22° and 23° for the crystalline area at a 2θ angle, and Iam is the minimum intensity of an amorphous region between 18° and 19° at a 2θ angle. The crystallite size (CS) of the fibre was determined by the Scherrer’s equation as given below,

$$CS = \frac{K\lambda }{{\beta cos\theta }}$$

where, K denotes Scherrer’s constant, whose value is 0.89 and, α, β & ϴ are wavelength of the radiation, full-width at half-maximum, Bragg angle, respectively.

Thermo-gravimetric analysis (TGA)

The thermal stability of bamboo fibres was assessed through Thermogravimetric Analysis (TGA) using a Perkin Elmer TGA 4000 instrument. Approximately 10 mg of bamboo fibre powders were accurately weighed and subjected to controlled temperature ramping. The weight changes of the fibres were recorded throughout the analysis. The experiments were conducted under a nitrogen atmosphere, with a constant heating rate of 10 °C per minute and a flow rate of 30 ml per minute, ranging from room temperature up to 600 °C35. TGA analysis provides crucial insights into the thermal stability and decomposition behaviour of bamboo fibres. By observing the weight changes at different temperatures, valuable information about the fibre’s degradation characteristics can be obtained. Additionally, Broido's equation and plot were utilized to determine the Kinetic Activation Energy (Ea) of the bamboo fibres. The kinetic activation energy represents the minimum amount of energy required for the fibre to degrade. This information is significant for understanding the thermal performance and potential applications of bamboo fibres, especially in industries where heat resistance and stability are essential factors. By evaluating the thermal properties of bamboo fibres, researchers can further optimize their usage in various fields, including composites, textiles, and construction materials.

$$\ln \left[ {\ln \left( \frac{1}{y} \right)} \right] = - \left( {\frac{{E_{a} }}{R}} \right)\left[ {\left( \frac{1}{T} \right) + K} \right]$$

where, ‘y’ represents the normalized weight of the sample (wt/wi), where ‘wt’ denotes the weight of the sample at any time ‘t’, and ‘wi’ represents the initial weight of the sample. The variable ‘T’ represents the temperature at the specific time under consideration, while 'R' represents the universal gas constant with a value of 8.32 J/mol K. This notation and representation are used to analyse the weight changes and thermal behaviour of the sample over time, particularly in the context of thermogravimetric analysis (TGA). The use of ‘y’ as a normalized weight allows for direct comparison and understanding of the sample's degradation and decomposition behaviour during the temperature ramping process. By employing such standardized notation, researchers can assess the kinetics and activation energy associated with the sample’s thermal stability, providing valuable insights into its behaviour and potential applications.

Differential scanning calorimeter analysis

To complement the thermogravimetric analysis, Differential Scanning Calorimetry (DSC)34 was conducted to investigate the thermal transitions of bamboo. The DSC experiments were carried out using a Perkin Elmer DSC 6000 instrument. Samples weighing 20 mg were placed in closed aluminium pans for analysis. The protocol included three heating runs, two cooling runs, and isothermal annealing at 160 °C for durations ranging from 10 to 120 min. This annealing process induced physical aging in the material, leading to an increase in the aging overshoot. The primary objective of the DSC analysis was to determine the glass transition temperature (Tg) by observing the aging behaviour. The measurements were conducted between 50 and 250 °C, utilizing a constant heating rate of 20 °C per minute under a nitrogen flow. This method allowed researchers to gain valuable insights into the thermal behaviour and transitions of bamboo, particularly in the context of glass transition temperature determination. By performing DSC in conjunction with thermogravimetric analysis, a comprehensive understanding of bamboo’s thermal characteristics and stability could be obtained, facilitating its potential applications in various industries, such as plastics, composites, and other thermally sensitive materials.

Morphological study by SEM analysis

The surface morphology of the three sample fibres was examined using scanning electron microscopy at an operating voltage of 10 kV using JEOL JSM-IT510 instrument. To enhance the conductivity of the fibre before the experiment, the samples were coated with gold in a vacuum environment.

EDX analysis

Energy dispersive X-ray spectroscopy or EDX is a popular technique for identifying the elemental components of natural fibre like Carbon, Oxygen, and Nitrogen. The elemental composition of bamboo fibres was determined with EDX JEOL JSM-IT510 instrument associated with the SEM.

BET adsorption measurements

Bamboo fibre surface characteristics, such as specific surface area, constant C, and pore volume, were assessed using the BET (Brunauer Emmett and Teller) analysis with a specific instrument. The total pore volume was determined from isotherm plots of nitrogen adsorption at various relative pressures (0.02–1 kPa) and a constant temperature of 350.3 °C. Prior to the analysis, impurities in the fibres were removed through a degassing process involving heat, vacuum, and flowing gas. This allowed for a thorough evaluation of the fibres’ surface properties, vital for understanding their potential applications in adsorption, catalysis, and other relevant fields.

Tensile strength

Tests were performed using a Computerized Universal Testing Machine, specifically the KALPAK UTM, Model No. KIC-2-1000-C, with a maximum load capacity of 100 kN and a 0.1 kN load cell, to determine the tensile strength of individual bamboo fibres. The tests followed the ASTM D3822-07 standard, treating bamboo fibres similarly to natural and textile fibres. Various fibre lengths were examined during the experiments to obtain comprehensive data on their tensile properties.

Results and discussion

Physical characterization

Density

The physical characterization of bamboo fibres was done by thickness/diameter and density measurements. Like any other natural fibre, the bamboo fibres are of uneven thickness hence the diameter measurement was carried out at different lengths of the fibres shown in Fig. 6. The analysis using optical microscope indicated that all the bamboo fibres individually measured, the diameter varied from 0.3 to 0.4 mm and the mean diameter was found to be 0.35 mm. Figure 6 shows the diameter measurement and microscopic view of a fibre. The density value of the Bamboo fibres ranged from 1.08 to 1.24 g/cc. The species Pseudoxytenanthera ritchie showed the highest value for density measurement. Density measurements are always an important factor in assessing the mechanical property since there fibres are of natural origin6. The density of the bamboo fibre is comparable to the other economically important fibres36. The diameter and density values were given in Table 1.

Figure 6
figure 6

Diameter measurements of single bamboo fibre using Optical Stereo Microscope.

Table 1 Physical and chemical characterization of bamboo fibres-experimental results.

Experimental setup for the measurement of fibre diameter using LEIKA Optical Stereo Microscope make is shown in Fig. 6a, diameter measurements of single fibres for Pseudoxytenanthera ritchiei (BR), Pseudoxytenanthera stocksii (BS) and Bambusa balcooa (BB) are shown in Fig. 6b–d respectively.

Chemical characterization

Determination of cellulose, hemicellulose and lignin

The cellulose, hemicellulose and lignin content of the samples were determined using the method mentioned earlier. The two varieties BR and BS possessed very high cellulose content of 75.05% and 72.93% respectively compared to the common variety BB (60.98%). It is considered that the high cellulose content in plant fibres increases the tensile strength, stability, stiffness and hydrolysis resistance which are the important parameters in commercialization of the fibres37. The high cellulose content of the samples in present study is the best indication of the superior quality of these two varieties. The hemicellulose content varies from 3.1 to 23% which also attributes to the high tensile strength of the fibres. The lignin content of the two varieties were 21.85% (BR) and 18.82% (BS). A previous study on different bamboo varieties shows that lignin content varies from 16 to 25%38. The values were tabulated in Table 1.

Moisture content

A 5-g fibre sample was collected under standard atmospheric conditions for testing at 20 °C and 65% relative humidity. These weighted fibre samples were then positioned in a consistent-temperature air oven set at 105 °C. At 15-min intervals, the sample weight was recorded until the change in mass between consecutive weighing was less than 0.1%. By comparing the initial standard conditioning weight with the weight after oven-drying, the moisture content in individual bamboo fibres was calculated using the oven drying method. The recorded moisture content for bamboo fibres ranged from 4.04 to 8.84%.

Water absorption

The outcomes of the water absorption test, conducted according to the earlier-described method, are tabulated and are shown in the Table 2 below.

Table 2 Percentage water absorption of Bamboo fibres-experimental results.

The investigation underscores disparities in fibre density across different varieties. Particularly noteworthy is Bambusa balcooa, which exhibits heightened water absorption in comparison to the other species. In contrast, Pseudoxytenanthera stocksii demonstrates remarkably reduced water absorption. This variance can be traced back to distinctive surface characteristics, as evidenced by SEM images. Bambusa balcooa reveals a higher count of surface pores as evident from morphological analysis and also the higher pore volume as evident from BET results in Table 7, contributing to its higher water absorption capability when compared to the other species. On the contrary, Pseudoxytenanthera stocksii follows an opposing pattern, showcasing fewer surface pores coupled with low pore volume as evident from BET results in Table 7. These findings offer insights into the relationship between surface features and water absorption tendencies in these bamboo varieties.

FTIR analysis

Fourier-Transform Infrared Spectroscopy (FTIR) was carried out on all the three varieties of the bamboo fibres and results obtained are plotted as shown in Fig. 7. Figure 7a–c corresponds to FTIR spectrum for, Pseudoxytenanthera ritchiei (BR), Pseudoxytenanthera stocksii (BS) and Bambusa balcooa (BB) respectively and Fig. 7d is intended for a comparison between all three varieties. The spectrum shows the functional groups present in the different components present in the fibres.

Figure 7
figure 7

FTIR Plots of bamboo fibres of different Species.

The spectrum shows an absorbance band corresponding to phenolic hydroxyl, alkenic, aromatic and beta glycosidic groups since the main constituents of the fibres were cellulose, hemicellulose, and lignin. The different absorbance frequencies and their corresponding functional groups are shown in Table 3. The various peaks in the spectrum were assigned based on the earlier reports39. All the three samples showed similar spectrum with significant peaks at ~ 3344/cm (phenolic –OH– stretching), ~ 2923/cm (C–H stretching), ~ 1598 & ~ 897/cm (β-glycosidic linkage characteristics of lignin).

Table 3 FTIR analysis—assignment of absorbance peaks.

X-ray diffraction analysis

The X-ray diffraction pattern of the three bamboo fibre samples are shown in Fig. 8. The spectrum shows three significant peaks at 2θ values approximately 16.15°, 22.46° and 35.46° corresponding to the lattice planes (200), (110) and (004). The main peak at 22.46° is considered to be that of cellulose33. The cellulose crystallinity index ranges from 45 to 65% which is higher than other commercially available natural fibres40,41. The more crystallinity of cellulose, the less hemicellulose present42, which is evident from our chemical characterization study. Also, the crystallite structure of bamboo fibre estimated from the study is 24–26 Å range. It is known that low crystallite structure reduces the water absorption and chemical reactivity when used in composite43. These three bamboo fibres are therefore a good contender for the natural composites industry due to their extremely low crystallite structure values recorded in Table 4. Increased elongation, moisture recovery, and chemical reactivity of the fibre are all associated with decreased crystallinity and higher proportion of amorphous cellulose44.

Figure 8
figure 8

X-ray diffraction pattern of fibres of different bamboo species.

Table 4 Cellulose crystallinity index and size of fibres of different bamboo species.

Thermo gravimetric analysis

Thermal degradation behaviour of the bamboo fibres was analysed by TGA curves and the results were shown in Fig. 9. The thermograms demonstrated mainly three stage degradation. In stage-I (25–150 °C), weight loss occurred due to evaporation of moisture. The amount of moisture in a bamboo culm varies between species, in individual culms within same species and in different parts along the same bamboo culm and this resulted in different weight losses during this stage. The weight loss % ranged from 1.75 (BB) to 1.43 (BR). In stage II (250–300 °C), loss of hemicellulose occurs. In the case of the ritchie since the hemicellulose content is very low confirmed by the chemical analysis, the hemicellulose degradation is not visible in the thermogram. This incurred loss of weight from 18.57% (BB) to 3.5% (BR). In stage III (300–350 °C), primarily thermal degradation of cellulose occurred45 resulting massive loss of weight, which ranged from 33% (BS), 41.2% (BB) and 65% (BR). After that slow degradation of lignin occurred until end46. With respect to thermal stability, Bambusa balcooa was the least stable species demonstrating maximum degradation at 304.60 °C (Table 5, Fig. 9a), and Pseudoxytenanthera stocksii is the most stable one (Tmax = 349 °C).

Figure 9
figure 9

(a) Plots of TGA, (b) DTG curves of fibres of different species.

Table 5 Recorded values of decomposition temperature from TGA results.

Differential scanning calorimeter (DSC) analysis

Utilizing Differential Scanning Calorimetry (DSC) as shown in Fig. 10a, transitions within bamboo fibres were examined. DSC thermograms were captured within the temperature range of fibre thermal stability, determined by the onset temperature from TGA curves. Among all three samples, a notable endothermic occurrence around 70 °C was evident, attributed to water desorption—a phenomenon supported by previous research20,39. Following this, no further exothermic or endothermic behaviors were detected. This analysis provides insights into the thermal characteristics of bamboo fibres and highlights the water desorption process as a significant transition within the examined temperature range.

Figure 10
figure 10

Plots of (a) DSC Curves, (b) Broido’s plot of fibres of three species of bamboo.

The investigation into thermal stability using Thermogravimetric Analysis yielded thermal decomposition data as shown in Fig. 9b. These values were employed to calculate the activation energy for three types of fibres using the Broido’s plot as shown in Fig. 10b: Bambusa balcooa displayed an activation energy of 41.3 kJ/mol, Pseudoxytenanthera ritchiei exhibited 65.6 kJ/mol, and Pseudoxytenanthera stocksii demonstrated an activation energy of 69.3 kJ/mol. This analysis offers valuable insights into the energy required for thermal decomposition in these distinct fibre varieties, contributing to a deeper understanding of their thermal properties and potential applications.

Scanning electron microscopy

The surface morphologies of all three species of bamboo fibres used in this study were analysed by Scanning Electronic Microscopic (SEM) (JEOL JSM-IT510) at an operating voltage 10 kV. Before the experiment, the samples were coated with gold in a vacuum atmosphere to improve the conductivity of fibre. The images obtained for various magnification are shown in Fig. 11.

Figure 11
figure 11

SEM Images of bamboo fibres of different species.

SEM was employed to analyze the surface morphology of Bamboo fibres. The surface exhibited an uneven texture and harbored organic components and contaminants. The imagery revealed that the fibres possessed a circular cross-section and were adorned with microfibrils running along their length (refer to Fig. 11). Evidently, the surface was tainted with substances like waxes, dirt, and oils. In order to render these natural fibres suitable for composite fabrication, it's imperative to have a rough surface devoid of waxes and impurities. Thus, a chemical pre-treatment is required for these sampled fibres.

Energy dispersive X-ray spectroscopy (EDX)

EDX is a common method used to identify elements (for instant Carbon, Oxygen, and Nitrogen etc.) of natural fibre. The elemental presence of bamboo fibre was determined by EDX (JEOL JSM-IT510), which is equipped with the SEM.

The quantitative elemental analysis of the bamboo fibres were shown in Fig. 12 in terms of weight and atomic percentage. The basic elements in the bamboo fibres are carbon and oxygen, which are the major elements on the fibre surface shown in Table 6.

Figure 12
figure 12

EDX Plot of bamboo fibres of different species.

Table 6 Elemental composition of bamboo fibres from SEM–EDX analysis.

BET adsorption

The BET (Brunauer Emmett and Teller) adsorption isotherm is a model used to describe the adsorption of gas molecules on to solid surfaces. It is commonly applied to study the adsorption behaviour of porous materials, including bamboo fibres. The BET isotherm helps to understand the specific surface area and adsorption capacity of the fibres. The larger surface area in turn results in a greater number of contact sites between consecutive fibres. This enhances the utility of the scaffold as a bio-adsorbent for waste water treatment47.

Results of BET analysis of the three sample fibres were recorded in Table 7. The comparison of BET results shows that all the three isotherms are nearly same and which looks like isotherms of other natural fibres such as flax, Hemp and sisal48. The specific surface area of the BR sample is higher compared to other two (Table 7) implies that BR is having higher hydrophobicity49.

Table 7 Recorded values of pore volume and surface area of bamboo fibres from BET Analysis.

Tensile test

As stated above tensile tests were performed using the KALPAK UTM, Model No. KIC-2-1000-C, (Fig. 13) with a maximum load capacity of 100 kN and a 0.5 kN load cell, by following the ASTM D3822-07 standard. Prior to conducting the tensile testing, a thorough visual inspection of the bamboo fibres was carried out to ensure their integrity and absence of any defects along their length. To ensure secure gripping and proper alignment between the clamps, both ends of the fibre samples were attached to a paper tab using an appropriate adhesive. Throughout the entire handling process, great care was taken to prevent the introduction of any additional defects and to preserve the original distribution of flaws in the fibres. The length of the tensile test samples was determined by the size of the opening in the paper frame, ensuring consistency in the test conditions for accurate comparisons.

Figure 13
figure 13

Tensile test set up for Single fibre testing.

In this study, researchers investigated the tensile properties of single fibres from three different species using a universal testing machine and are recorded the results in Table 8.

Table 8 Experimental values of Tensile test results of different species of bamboo fibres.

Throughout the experiments, they deliberately varied the gauge length, which refers to the tested fibre’s length. Notably, a consistent trend was observed across all three species: as the gauge length increased, the strength of the fibres decreased. This behavior can be attributed to variations in the cross-sectional area, as the fibre diameters ranged from 0.3 to 0.4 mm and failure occurred at the minimum cross-sectional area22.

The recorded maximum tensile stress values were 345.56 N/mm2, 475.66 N/mm2, and 415.78 N/mm2 for Bambusa balcooa, Pseudoxytenanthera ritchiei, and Pseudoxytenanthera stocksii, respectively, at the minimum gauge length of 20 mm. These results clearly indicate that the Pseudoxytenanthera species of bamboo exhibits higher strength compared to the conventionally used Bambusa balcooa species. Thus, the tensile properties of the fibres are significantly influenced by both their gauge length and species, with Pseudoxytenanthera species showing superior strength characteristics in this study.

Conclusion

The work reported here focused on two Pseudoxytenanthera bamboo species, Pseudoxytenanthera ritchiei and Pseudoxytenanthera stocksii, comparing them with Bambusa balcooa, a priority bamboo species for composite applications. Results reveal that Pseudoxytenanthera species, especially Pseudoxytenanthera stocksii, possess superior chemical and mechanical properties. Pseudoxytenanthera stocksii exhibits higher cellulose, hemicellulose, lignin, and pectin content, making it a chemical standout. Additionally, it demonstrates greater tensile strength and thermal stability, making it suitable for high-temperature applications. These findings underscore the potential of different bamboo species, particularly Pseudoxytenanthera stocksii, in eco-friendly composites and construction materials, promoting sustainability in industrial sectors.