Increasing Fiber Content Research Articles

Peach Peel Extrusion for the Development of Sustainable Gluten-Free Plant-Based Flours

The food industry generates substantial waste, contributing to environmental challenges, such as pollution and greenhouse gas emissions. Utilizing by-products, particularly fruit peels that are rich in fiber, antioxidants, and vitamins, presents a sustainable approach to reducing waste, while enhancing the nutritional value of food products. Specifically, peach peel can be used to produce gluten-free flours, with increased fiber content and antioxidant properties. Extrusion technology is a highly effective method for developing these functional flours, as it improves digestibility, reduces anti-nutrients, and enhances nutrient bioavailability. This study investigates the potential of combining corn flour with peach peel flour, derived from Royal Summer peachs (RSF), at different concentrations (0%, 5%, and 15%). A factorial experimental design was utilized to evaluate the impact of RSF incorporation on the proximate composition, antioxidant capacity, and functional properties of the flour. The results indicate that flours containing 15% RSF demonstrated significant improvements in terms of the dietary fiber content (5.90 g per 100 g−1) and antioxidant capacity (ABTS•+ 745.33 µmol TE per 100 g−1), meeting the “source of fiber” labelling requirements. The glycemic index of the 15% RSF flour was reduced to 78.09 compared to non-enriched flours. The functional properties of the flour, such as swelling and gelation capacities, were also enhanced with RSF incorporation. These findings highlight the potential of RSF-enriched flours in regard to the development of sustainable, health-promoting, plant-based, and gluten-free flours.

Influence of constituents on strength and flowability in ultra high-performance concrete

Ultra-high-performance concrete (UHPC) boasts superior characterizations like excellent flowability, mechanical properties and durability. These features are achieved by adopting low water-to-binder ratio (w/b), good particle packing density and high dosage of steel fibers. This study mainly focused on the development of the optimized UHPC mixes by considering locally available materials. The impact of different composition of ordinary Portland cement (OPC) with different CaO/SiO2 ratio (4.31, 4.37, 4.49, 4.53, 4.60 and 4.82) on the compressive strength and flowability were investigated to ensure versatility across applications. The compressive strength of UHPC mixes by using various types of fine aggregates namely, manufactured sand, standard sand, river sand and quartz sand were also investigated. Also, the compressive strength as well as flowability of UHPC were studied by varying the fiber content of 0%, 1%, 1.5%, 2%, 2.5% and 3%. The results reveal that the compatibility of OPCs with varying CaO/SiO2 ratios has minimal impact, whereas different sand types significantly influence both flowability and compressive strength of UHPC mixes. Considering cost, availability and performance, M Sand and quartz sand can be used for the development of UHPC. Also, it was observed that increase in fiber content enhances the compressive strength while negatively influencing the flowability.

Effect of Fiber Types and Dosages on the Properties of Modified Aluminum Dross–Coal Gangue-Based Foam Filling Materials

Fiber reinforcement offers a promising solution to improve the mechanical performance and durability of cement-based foam backfill (CFB), addressing critical issues such as brittleness and poor crack resistance under high-stress conditions. This study investigates the effects of polypropylene and polyacrylonitrile fibers, at varying contents and lengths, on the mechanical and flow properties of CFB. A series of experiments, including slump tests, rheology analysis, uniaxial compressive strength (UCS) tests, pore structure analysis, and scanning electron microscopy (SEM), were conducted to comprehensively evaluate fiber reinforcement mechanisms. The results show that increasing fiber content and length reduced fluidity due to fiber entanglement, while significantly enhancing mechanical properties through anchoring effects and network formation. After 28 days of curing, UCS increased by 208.2% with 2 wt% polypropylene fibers and 215.3% with 1 wt% polyacrylonitrile fibers (both at 6 mm length). Fiber-reinforced CFB demonstrated improved structural integrity and crack resistance, with failure modes transitioning from brittle to ductile. These findings highlight the potential of fiber-reinforced CFB to deliver durable, crack-resistant, and efficient mine backfill solutions, contributing to enhanced safety and sustainability in underground mining operations.

Experimental study on flexural properties of superelastic SMA fiber reinforced ECC under monotonic load

Abstract To enhance the bending performance and crack control of ECC materials, a novel hybrid fiber-reinforced cement composite (SMAF-ECC) was developed by incorporating superelastic SMA fibers into PVA-ECC. Four-point bending tests under monotonic loading were performed to systematically examine the effects of SMA fiber content, diameter, and shape on the mechanical properties of thin plates, including cracking deflection, cracking strength, ultimate deflection, and flexural strength. Additionally, the bending toughness of the plates was assessed using the ASTM C108 toughness index. Moreover, a mesoscale numerical analysis model for SMAF-ECC thin plates was developed. The results indicate that SMA fibers notably enhance the flexural performance of the plates. As the SMA fiber content increases, both the initial cracking strength and ultimate deflection initially increase before decreasing, with optimal performance occurring at a fiber content of 0.5%, which improves these properties by 20.9% to 44.5% compared to specimens without SMA fibers. The flexural strength of the specimens continues to increase with fiber content, reaching a maximum improvement of 36.1%. Among the various fiber shapes, flat-headed SMA fibers exhibit the best performance in improving both flexural strength and ultimate deflection, with enhancements of 7.2% and 25.9%, respectively, compared to specimens without SMA fibers. Furthermore, the inclusion of SMA fibers markedly improves the bending toughness of the thin plates. The reliability of the numerical model was validated through comparisons between the simulation and experimental results.

Effects of Acorn Flour Addition on Baking Characteristics of Wheat Flour.

This study aimed to evaluate the impact of incorporating acorn flour (at levels ranging from 5% to 50%) on the baking properties of wheat flour (type 750). The assessment focused on key baking parameters, including fermentation properties, pasting behavior, and dough rheological characteristics such as farinographic and extensographic properties. A laboratory baking test was conducted to compare the technological properties of wheat and wheat-acorn breads, assessing dough and bread yields, oven and total losses, bread volume, and crumb hardness. Additionally, the nutritional value of selected bread variants was established. The results indicated that flour mixtures with acorn flour exhibited a significantly reduced capacity to retain gases produced during fermentation (by up to 92%) and increased resistance to gelatinization, as evidenced by lower gel viscosity (by up to 14%) and higher endpoint temperatures during pasting (by 2-4%). The inclusion of acorn flour in wheat dough notably affected its rheological properties, particularly by reducing dough extensibility (by up to 56%). However, farinographic parameters such as dough development time and stability time were extended (by 23-378% and 29-291%, respectively). High levels of acorn flour addition (>30%) resulted in bread with a dense, gummy, and less spongy crumb structure, accompanied by a reduction in loaf volume (by 40-52%). The maximal acceptable addition of acorn flour (30%) resulted in a two-fold increase in ash and fiber contents, along with decreases in carbohydrate and protein contents by 12% and 27%, respectively. These findings emphasize the need for careful formulation adjustments when incorporating acorn flour into wheat-based baked goods to balance technological efficiency and improved nutritional value.

Mechanical and Thermal Performances of Banana Fiber–Reinforced Gypsum Composites

This study investigates the use of alkali‐treated banana fibers at different weight percentages (0%, 4%, 6%, 8%, 16%, and 24%) as natural reinforcement in gypsum, aiming to assess their effects on the physical, mechanical, thermal, and morphological characteristics, as well as functional groups of composites. It is found that the density of banana fiber–reinforced gypsum composites (BFRGCs) decreases with increasing banana fiber content, reaching a minimum of 0.83 gm/cm3 at 24 wt.% fiber loading, while water absorption peaks at 98% for the same fiber loading due to the hydrophilic nature of banana fibers. Among the composites, the gypsum composite reinforced with 16 wt.% banana fiber exhibits superior mechanical characteristics, with a significantly higher tensile modulus (4.57 MPa) and flexural modulus (154.25 MPa), as well as tensile and flexural strengths of 0.81 MPa and 1.64 MPa, respectively, compared to the neat gypsum board. Further increasing fiber content to 24 wt.% results in lower tensile and flexural properties. However, adding a 24 wt.% fiber results in a substantial improvement (about 248%) in impact strength compared to the neat gypsum board. The hardness and thermal conductivity of BFRGCs reduce with increasing fiber, with the minimum hardness and thermal conductivity of 57.75 Shore A and 3.42 W/m2°C, respectively, at 24 wt.% fiber loading. Beyond 135°C, BFRGCs with 16 wt.% fiber and neat gypsum plaster lose around 15% and 19% of their mass. Scanning electron microscopy demonstrates that alkali treatment improves the fiber–gypsum interfacial bonding, whereas Fourier transform infrared spectroscopy confirms the existence of hydrogen bonds but shows minimal bond formation between the fibers and gypsum. The findings of this study provide insights into lightweight BFRGCs, highlighting their potential for applications in interior partition walls, false ceilings, decorative panels, and so on.

Influence of Different Fibers on Performance of Bitumen Binders and Thin-Overlay Bitumen Mixtures

Thin-layer covers easily crack under traffic load, shortening their service life. Incorporating fiber materials into the mix can enhance crack resistance thanks to their abundance, affordability, and flexibility. However, different types of fibers have different performances in bitumen and mixtures due to different material properties. To explore this problem, basalt fiber, polypropylene fiber, and glass fiber were selected in this paper. The surface characteristics, internal structure, and adsorption capacity of oily substances were observed via scanning electron microscopy and oil absorption rate testing. The effects of fibers on the high-temperature and low-temperature properties of styrene-butadiene-styrene block copolymer-modified bitumen were investigated using the dynamic shear rheometer and the force ductility method. Ultimately, through indirect tensile testing and semi-circular bending tests, and the introduction of the toughness index and fracture toughness, a comprehensive evaluation was conducted on how varying fiber types and content affect the crack resistance and toughness of bitumen mixtures. The results show that the density and dispersion of the bundle fibers are the key to the oil absorption capacity under similar internal and external structural conditions. The oil absorption rate of polypropylene fiber is the best, reaching 5.423. Fiber incorporation can significantly improve the high-temperature rheological properties of bitumen. At 4% dosage, G*/sinδ increased by about 107.04% on average at 76 °C. At low temperatures, the increase in fiber content leads to a decrease in bitumen elasticity, and the influence of glass fiber is more obvious. The area of toughness did not reach 2000 N·mm at 4% dosage. After adding fibers, the toughness index and fracture toughness of the mixture increased by more than 2% and 35%, respectively. The maximum increases in fracture energy and crack initiation energy of the mixture are 14.29% and 47.29%, respectively. It shows that the fiber enhances the toughness, crack resistance, and crack propagation resistance of the mixture. The research results can provide some reference for the application of fiber-reinforced bitumen mixtures.

Potential of Brewer's Spent Grain as a Nutritional Ingredient in Bakery Products.

Barley (Hordeum vulgare) is widely used in the production of beer and distilled beverages, generating a nutrient-rich by-product known as brewer's spent grain (BSG). This study investigates the potential of brewer's spent grain flour (BSGF) as a functional ingredient to enhance the nutritional profile of bakery products, specifically chocolate cakes, while contributing to waste reduction in the food industry. The effects of partially substituting wheat flour with BSGF at 40% and 60% levels were assessed. BSGF was found to be rich in protein (15.5 ± 0.14g/100g), zinc (7.92 ± 0.44mg/100g), and dietary fiber (52.12g/100g). Cakes with 60% BSGF substitution showed increased fiber content (69.8g/100g) and zinc content (27.04g/100g). Organoleptic evaluation indicated that the tenderness of all three cakes did not show statistical differences. However, among the cakes with BSGF, the 40% substitution level was better accepted by consumers, particularly in terms of flavor. These findings suggest that incorporating BSGF into bakery products can improve nutritional value while offering a sustainable approach to food production by valorizing industry by-products.

The Effect of Cotton Fiber Characteristics Tested by Uster H.V.I on Yarn Properties

In this study, the effects of cotton fiber characteristics, tested by Uster High VolumeInstruments (HVI) on the tenacity, elongation, unevenness, imperfection index (IPI) and hairiness values of the combed ring spinning yarns, were investigated in detail. Based on the experiments, it was found that an increase in fiber tensile strength and elongation leads to an increase in the specific tensile strength and elongation of the yarn; an increase in short fiber content and neps fiber materials leads to an increase in the unevenness, IPI of the yarn; an increase in the fiber length leads to a decrease the hairiness values of the yarn, etc. Information concerning the relative contribution of fiber characteristics to yarn properties is one of the important targets for the spinner to choose cottons that are best suited to the manufacture of specific end product.

Mechanical properties of lightweight photocatalytic marbelite

This study investigated the mechanical performance of lightweight photocatalytic marbelite (LPM). In the production of LPM, titanium dioxide (TiO2) and various fiber additives were used to impart self-cleaning properties to the LPM with photocatalytic effect. In the study, fibers were added to the LPM mix at different ratios (0%, 0.5%, 1%) and unit weight, ultrasound transmission rate, bending, splitting tensile and compressive strength tests were carried out on these specimens. The mixture was prepared with perlite and polyester resin and enriched with TiO2 and fiber additives. Perlite was used as an aggregate in the LPM and lightweighting properties were added to the specimens. The experimental results show that increasing the fiber content significantly improves the mechanical strength of the LPM. The improvement in bending strength reached 60%, while in compressive strength it reached 25% and in splitting tensile strength it reached 35%. With the addition of TiO2, the bending strength of LPM increased by 15%, while the compressive strength increased by 12% and the splitting tensile strength increased by 7%. These ratios were higher with increasing fiber content. These results suggest that LPM, which provide environmental benefits with their photocatalytic properties and improved mechanical performance, can be more effectively used in industrial applications.

Structural Behavior of Self-Compacting Bendable Mortar Beams reinforced by GFRP Bars under Monotonic Loads

Flexible or bendable concrete is an Engineered Cementitious Composite (ECC) that exhibits ductile material properties, in contrast to the brittle nature of conventional concrete. The material composition of conventional concrete is modified in order to impart a flexible nature to the material. This research presents the findings of an experimental study examining the flexural response of self-compacting bendable concrete beams reinforced by Glass Fiber Reinforced Polymers (GFRP) bars under a symmetrical two-point load. The experimental work comprised the casting of eight reinforced beams. The dimensions of all beams were identical: an overall height of 150 mm, a width of 100 mm, and a total length of 1,000 mm. The beams were classified into three groups based on the type of variables adopted and the type of the strengthening method employed, the percentage of steel fibers (1%, 1.5%, and 2%), and the percentage of Polyvinyl Alcohol (PVA) (0.2%, 0.3%, and 0.4%) were also considered. The following measurements were taken: the first cracking load, midspan vertical deflections, concrete surface strains, and the ultimate load capacity. Additionally, the crack patterns were recorded and the failure mode was observed, in addition to the mechanical properties of self-mortar bendable concrete (both fresh and hardened). The results indicated that an increase in the PVA ratio from 0.2% to 0.3% and 0.4% resulted in a notable rise in the modulus of rupture and modulus of elasticity, by approximately 16% and 40%, respectively, and 0.09% and 2%, respectively. The ductility of the beams increased with the steel fiber ratio due to enhanced flexural and splitting properties, which is a positive outcome. This allows for more caution to be exercised before the beam reaches its limit of stability. Furthermore, the value of deflection at maximum load increases with the increase of steel fiber content due to the increase in load capacity.

Finite Element Analysis of Flexural Performance of Cut Carbon Fiber Reinforced Concrete Hollow Slab

As a kind of light wall material installed on the surface of the main structure, hollow hanging wall board is widely used in prefabricated buildings. Ordinary concrete hollow board can no longer meet the needs of actual engineering. In order to study the influence of the length and content of carbon fiber on the bending performance of concrete hollow board, the optimal length and content of fiber in hollow board are determined. ABAQUS finite element software is used to simulate the whole process of concrete hollow slab with different fiber length and dosage, and the load displacement curve is analyzed. The results show that the bending performance of concrete slabs increases and then decreases with the increase of fiber length and content. When the fiber length is 10mm and the content is 0.24%, the bending performance of concrete hollow slabs is the strongest, and the ultimate load is increased by 27.90%, showing better deformation resistance under the same load.

Improving the Dietary Fiber Content of Tapioca Using Corn Fiber as a Fiber Supplement

This research aims to enhance the dietary fiber content of locally produced cassava (manihot spp) food, tapioca, by incorporating corn (Zea mays) as a fiber supplement. Tapioca was prepared by grating cassava into coarse particles and washing it with water to remove starch. Starch analysis was conducted using a spectrophotometric method, revealing a starch content of 70.21% before washing and pressing, and 64.95% after washing and pressing. The tapioca samples were blended with corn fiber (obtained from wet milling of corn seeds that were destarched and dried in the sun) in various ratios: Sample A (100% pure tapioca), Sample B (90% tapioca, 10% corn), Sample C (80% tapioca, 20% corn), Sample D (70% tapioca, 30% corn), and Sample E (60% tapioca, 40% corn). Proximate analysis was performed on the blends to assess the increase in fiber content and any other changes introduced by the corn. Organoleptic properties such as binding, crunchiness, and color were also evaluated. The analysis revealed that the fiber content of tapioca increased from 2.7% to 3.95%, with the blend containing 70% tapioca and 30% fiber showing the highest increase in fiber content and good binding properties.

Evaluation of the Phenolic Components, Fiber Content, Antioxidant Activity, and Prebiotic Capacity of a Shortbread Cookie Fortified with Hazelnut Skin Waste.

Food reformulation is a strategy to make healthier foods by using food waste matrices that are still nutritionally valid. A shortbread cookie was reformulated replacing hazelnut skin (HS) of the Tonda Gentile Romana variety (5% and 10%) to refined flour and proportionally decreasing the butter amount. This resulted in significant, two- and five-fold, increases in the antioxidant capacity compared with the control, in the 5% and 10% fortified recipes, respectively. Among the most important antioxidants, gallic acid, catechin, phloridzin, and protocatechuic acid were found. Moreover, here we found, for the first time, that HS from the Romana variety had a high total fiber content (44.13 g/100 g), most of which was insoluble fiber. Therefore, HS 10% addition to the shortbread cookie recipe caused a significant increase in fiber content, making the experimental cookie earn the nutritional claim of "high fiber content". Finally, preliminary evidence demonstrated that 10% HS, in comparison to 5%, following in vitro upper gastrointestinal digestion, conferred significant prebiotic activity in an in vitro culture of L. rhamnosus. Therefore, from the perspective of the circular economy, HS could be a valuable ingredient to increase the antioxidant and prebiotic activities of conventional foods.

Rice husk-fortified beef sausages: Cholesterol oxidation products, physicochemical properties, and sensory attributes

The effect of rice husk flour (RHF) supplementation on the physicochemical properties, oxidative stability, and sensory attributes of beef sausages was examined. Beef sausages were formulated with either 0 % RHF + 15 % wheat flour (WF), RHF-0; 5 % RHF + 10 % WF, RHF-5; 10 % RHF + 5 % WF, RHF-10, or 15 % RHF + 0 % WF, RHF-15, and cooked at 200 °C for 20 min. RHF supplementation significantly increased dietary fiber while decreasing moisture content (P < 0.05). Beef sausages with RHF had lower L*, a*, TBARS, carbonyl content, hardness, chewiness, and gumminess, and a higher pH (P < 0.05). RHF-10 and RHF-15 sausages exhibited greater cook loss compared to other formulations (P < 0.05). The levels of 7-ketocholesterol decreased with increasing RHF levels, while 7α-hydroxycholesterol and 7-hydroperoxycholesterol were higher in RHF-0 and RHF-10 sausages compared to RHF-5 and RHF-15 sausages (P < 0.05). In addition, RHF improved the taste, juiciness, appearance, and overall acceptance of beef sausages. These findings suggest that RHF can be a valuable ingredient in beef sausages by increasing fiber content, reducing oxidative degradation, and maintaining sensory quality despite some moisture loss.

Analyzing the Effect of Germination on Nutritional Characteristics of Kodo Millet Flour and Its Role in Rusk Development

Millets, the underutilized groups of cereal grains are considered as rich source of energy, carbohydrate and protein. Due to the presence of vitamins, minerals, essential fatty acids, phytochemicals and antioxidants that can help to eradicate several nutritional deficiency diseases, they are now termed as ‘nutri-cereals’ They contain appreciable quantities of phytochemicals such as phenolic acids, flavonoids, catechins, phytic acid and phytosterols. Owing to their important contribution in food security and potential health benefits, millet grains are now main topic of research for food scientists. This study thus aimed to develop kodo millet flour (KMF) via varying germination time (0h, 24h, 48h, and 72h) of kodo millet and preparing a bakery product (rusk) using the optimized KMF at varying concentrations of 0, 20, 30 and 50%. The germinated KMF were subjected to physiological studies, namely germination loss and germination efficiency. Optimum germination time was observed to be 48 h due to its high germination efficiency and a significantly lower germination loss as compared to 72 h of germination. Proximate analysis of KMF helped determine the increase in protein and fibre content of the germinated flour and a decreased ash, fat and moisture content. The significant changes (p ≤ 0.05) observed in all the analyses, helped determine the effect of different germination periods on various properties of dehusked kodo millet, and further optimize a particular germination time for better quality flour which would be used to form rusk. The results of this study thus suggested that germination of kodo millet could be effectively used to prepare kodo millet flour and further use it to prepare various baked products having good consumer acceptability.

Investigation on tribo‐properties of twaron pulp‐reinforced brake friction composites

AbstractDetermining the appropriate formulation in designing and developing brake friction materials is one of the most complex tasks. This study investigates the synergistic effect and optimization of twaron fiber on the fade and recovery performance of brake friction composites. For this purpose, a series of friction materials containing varying amounts of twaron between 1 and 9 wt% were developed, and their characterization and tribo evaluation were carried out. The tribo performance of the composites was evaluated in a Krauss‐type friction test machine in line with the ECE R90 procedure in terms of their fade and recovery behaviors. It was noted that the fade‐recovery friction response of composites was affected when fiber is added; that is, an increase in fiber content improved the fade performance, friction fluctuations decreased, and a higher recovery response was observed. The fade and average coefficient of friction were found to be the main determinants, while recovery was found to be the stabilizer. Analytical hierarchy process (AHP) was used to determine the priority of importance of criteria in the performance evaluation, and VIKOR (multi‐criteria optimization compromise solution) was used for ranking evaluation. The formulation with a concentration of twaron 7 wt% was found to have exhibited an optimal braking performance. The worn surfaces scanning electron microscope (SEM) study confirms the general friction and wear mechanisms of friction layers with fiber content.Highlights Development of twaron pulp‐reinforced eco‐friendly brake friction composites. Use of MCDM approach in the development of BFCs for braking applications. VIKOR optimization positioned 7 wt% twaron‐addition BFC as the optimal choice. It was observed that fiber amount is effective on the behaviors of composites.

Microbial communities during the composting process of Agaricus subrufescens and their effects on mushroom agronomic and nutritional qualities.

Tunnel composting technology for preparing Agaricus subrufescens cultivation media can achieve a higher biological efficiency (BE) and a lower contamination rate (CR). However, this technology lacks in-depth and systematic study. In the present study, the changes in the microbiome and microbial metabolic functions were surveyed using metagenomic analysis. The physicochemical parameters, agronomic properties and nutritional qualities were also evaluated. Results showed that the contents of cellulose, hemicellulose and lignin dropped to 10.18, 11.58, 27.53%, respectively at the end of composting. The tunnel composting technology led to significant increases in crude protein content (32.56%) and crude fiber content (13.68%). Variations of physicochemical characteristics led to different successions of microbial communities. Bacteria manifested significantly higher abundance than fungi. Firmicutes, Actinobacteriota, Chloroffexi and Deinococcota were the predominant bacterial phyla. Ascomycota and Basidiomycota were the dominant fungal phyla in the thermophilic phase. Pseudonocardia, Truepera, and Thermopolyspora were positively correlated with the yield of A. subrufescens. In addition to TN, most of the physicochemical properties were significantly correlated with fungal communities in the thermophilic phase. The metabolisms of carbohydrate, amino acid and energy were the primary enrichment pathways. These findings deepen the understanding of microbial communities composition during the composting of A. subrufescens substrates. Moreover, this study provides a basis for improving tunnel composting technology.

Fabrication and tribological behaviors of copper fiber and carbon fiber reinforced phenol‐formaldehyde resin‐based composite for sliding current collector

AbstractTo achieve new current collector (pantograph strip, electric brush) with easy industrialization and high strength‐toughness, carbon fiber and copper fiber reinforced phenol‐formaldehyde (Cuf/Cf/PF) composite is fabricated by over‐lapping and hot‐pressing processes. Cuf/Cf/PF composite has compact structure and good interfacial bonding between fibers and resin matrix. Cuf/Cf/PF composite is superior to carbon skateboard in terms of electrical conductivity, mechanical strength, and friction behavior. As the carbon fiber content increases, fracture failure mechanism of Cuf/Cf/PF composite transforms from plastic failure into brittle fracture. Wear mechanism is studied by combining electrical contacting and sliding friction, and appropriate arc discharge (2.48%) is benefit for the resin‐based composite to form a smooth tribolayer, but high arc discharge rate (4.83%) rapidly deteriorates wear condition on the worn surface.Highlights Carbon fiber and copper fiber mixing reinforce resin‐based composite. Cuf/Cf/PF composite has high strength‐toughness and low friction. Fracture failure mode changes to brittle fracture with increasing carbon fiber. Wear mechanism includes electrical contacting and sliding friction. Appropriate arc discharge improve friction performance of resin‐based composite.

Analysis of stress-strain curve of POM fiber reinforced concrete

ABSTRACT As a new type of synthetic fiber, polyoxymethylene (POM) fiber has the advantages of high tensile strength, good dispersibility, and high bonding strength with cement interface. It has broad application prospects. However, there is limited research on POM fiber reinforced concrete. In order to provide scientific basis for promoting the application of POM fiber, this paper adopts a combination of indoor experiments and numerical simulations to obtain the axial stress-strain complete curves of POM fiber reinforced concrete with different volume dosages and studies the uniaxial compressive properties of POM fiber reinforced concrete. Finally, the constitutive equation parameters of POM fiber reinforced concrete were fitted using the Guo Zhenhai model, and the optimal fiber content was determined. The results indicate that at a POM fiber content of 1.5 kg/m3, the load-displacement curve exhibits optimal shape with the highest residual strength. With increasing fiber content, compressive stress-strain curve parameters initially increase and then decrease, peaking at 1.5 kg/m3, optimizing the mechanical properties of concrete. POM fiber has minimal impact on initial elastic modulus. Thus, optimal mechanical property enhancement is achieved with 1.5 kg/m3 POM fiber content.