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Article
Construction & Building Technology
Lei Xie et al.
Summary: This study investigates the shear dynamic performance of BF reinforced concrete (BFRC) through experiments, finding that BFRC has a noticeable strain rate effect. The shear stress and dynamic increase factor of BFRC reach the maximum values at a certain fiber content and length. Microscopic analysis reveals the stress mechanism of BFRC.
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
(2023)
Article
Polymer Science
Yang Li et al.
Summary: Basalt fiber (BF) has gained significant attention in recent years for its advantageous mechanical properties and cost-effectiveness in basalt fiber reinforced concrete (BFRC). This study investigates the performance of BFRC after cryogenic freeze-thaw cycles, examining the effects of fiber volume fraction, temperature gradient, and freeze-thaw cycles on various strengths and analyzing the damage mechanism through scanning electron microscopy (SEM). The results reveal that BFRC reaches peak compressive strength at a fiber fraction of 0.1% during freezing and thawing cycles from room temperature to -80 degrees C. The addition of basalt fibers reduces microstructural damage and improves plastic degradation characteristics. Furthermore, the optimal fiber content for compressive strength increases with decreasing minimum temperature of the cryogenic freeze-thaw cycle while splitting tensile strength and flexural strength improve with increasing fiber content in the cryogenic freeze-thaw environment.
Article
Construction & Building Technology
Yuliang Chen et al.
Summary: This study investigates the effects of three design variables, namely the replacement rate of recycled aggregate, the content of steel fiber, and the loading rate, on the stress-strain relationship and mechanical properties of steel fiber reinforced recycled concrete (SF-R-RAC) under cyclic loading. The failure mode and cyclic stress-strain curve law of SF-R-RAC are observed and summarized. The influence of different design variables on stiffness degradation and energy dissipation is described, while a piecewise function is used to fit the envelope of the cyclic stress-strain curve. This research provides a theoretical basis and experimental reference for further study of SF-R-RAC.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Construction & Building Technology
G. Laxmi et al.
Summary: The use of alternative materials such as geopolymer concrete is necessary to combat carbon emissions in the construction industry. This study explores the effects of hooked-end steel fibers on the strength and durability of ambient cured geopolymer concrete. The addition of steel fibers improves the performance of geopolymer concrete, increasing its compressive, split tensile, and flexural strength.
CASE STUDIES IN CONSTRUCTION MATERIALS
(2023)
Article
Multidisciplinary Sciences
Ramazan Ogut et al.
Summary: By adding basalt fiber to the concrete, the mechanical properties of the concrete, such as bending and splitting tensile strengths, can be improved, and the corrosion resistance of the concrete can be enhanced.
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING
(2023)
Article
Construction & Building Technology
Yekai Yang et al.
Summary: The study introduced a novel 3D-printing ultra-high performance fibre-reinforced concrete (3DP-UHPFRC) and evaluated the effect of fibre content, type, and printing direction on its mechanical properties. The results showed that 3DP-UHPFRC with 1 vol% 6 mm steel fibre had higher flexural strength in the Z-direction compared to previous studies, and the failures could be either ductile or brittle in different directions, allowing for flexible adjustment of printing mode based on engineering requirements. The compressive elastic modulus was found to be anisotropic, while there was little difference in the tensile elastic modulus in each direction.
CEMENT & CONCRETE COMPOSITES
(2022)
Article
Construction & Building Technology
Nelly Majain et al.
Summary: The experimental results showed that in Self-Compacting Concrete (SCC) reinforced with steel fibres, the size of rebars and thickness of concrete cover did not affect the mode of failures, while the addition of steel fibres improved the bond ductility and altered the failure mode.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Chemistry, Physical
Hafsa Jamshaid et al.
Summary: This paper presents experimental research on the mechanical characteristics of concrete reinforced with natural cellulosic fibers. The study found that the tensile and compressive strength of concrete increased with the addition of natural fibers, up to a certain proportion. However, a further increase in fiber loading resulted in a deterioration of the mechanical properties. Using jute and sisal fibers, a significant improvement in strength was observed by adding 2% fibers to the concrete mix. Bending strength increased up to a certain fiber loading, but decreased beyond that due to cracks at the fiber-concrete interface. The impact performance gradually improved with the addition of natural fibers up to 2%. The water absorption capacity of the reinforced concrete decreased, but increased with the loading percent of fibers. The study concludes that natural fiber reinforced concrete can be a sustainable construction material for future use in pavements and flooring slabs.
Article
Materials Science, Multidisciplinary
Xia Zhengbing et al.
Summary: This study investigated the bond performance of steel bars and steel fiber recycled concrete by designing different mix proportions and conducting pull-out tests. The results showed that the bond strength between steel bars and steel fiber recycled concrete decreased with increasing replacement rate of recycled aggregates. However, the bond strength increased with higher mixing amount of steel fibers. Additionally, the slip value of the specimen under peak load increased with higher mixing amount of steel fibers.
FRATTURA ED INTEGRITA STRUTTURALE-FRACTURE AND STRUCTURAL INTEGRITY
(2022)
Article
Engineering, Civil
S. M. Iqbal S. Zainal et al.
Summary: The combination of multiple synthetic fibers can enhance the residual strength of concrete and evaluate the synergistic effect of hybridization.
KSCE JOURNAL OF CIVIL ENGINEERING
(2022)
Article
Construction & Building Technology
Arathi Krishna et al.
Summary: This study investigates the effect of synthetic and natural fibers on the strength and impact resistance of concrete at different elevated temperatures. The results show that the incorporation of fibers improves the mechanical properties of concrete.
STRUCTURAL CONCRETE
(2022)
Article
Materials Science, Multidisciplinary
Niloofar Balgourinejad et al.
Summary: The main purpose of this experimental research is to investigate the effect of high temperature on microstructural and mechanical properties of lightweight concrete containing Polypropylene fibers (PP) and Metakaolin. The results show that PP fibers can reduce cracking of concrete and make it more durable at high temperatures.
JOURNAL OF MATERIALS RESEARCH AND TECHNOLOGY-JMR&T
(2022)
Article
Materials Science, Multidisciplinary
Xinzhong Wang et al.
Summary: This paper investigates the construction performance and compressive strength of basalt-fiber-reinforced concrete (BFRC) with different fiber lengths and volume content, and develops prediction models and analysis methods for the ultimate bearing capacity of the concrete. The study finds that adding an appropriate amount of basalt fiber can effectively enhance the ultimate bearing capacity of concrete short columns.
Article
Construction & Building Technology
Ninghui Liang et al.
Summary: The study investigated the corrosion resistance properties of polypropylene fiber-reinforced concrete under sulfate attack, revealing that multiscale polypropylene fiber-reinforced concrete (MPFRC) showed the best performance in terms of compressive strength and sulfate ion concentration distribution. The diffusion coefficients of MPFRC were significantly lower than plain concrete, indicating superior corrosion resistance.
CASE STUDIES IN CONSTRUCTION MATERIALS
(2022)
Article
Green & Sustainable Science & Technology
Onur Ozturk et al.
Summary: This study examines the effectiveness of fibers (polypropylene and steel) in different concrete pavement mixtures and the impact of their varying quantities on the performance of concrete pavements through extensive experimental and numerical analysis. The results show that fiber reinforced concrete mixtures have similar strength, stiffness, absorption, and porosity, but higher abrasion resistance and post cracking performances. Reductions in required thickness values were observed for polypropylene and steel fiber reinforced mixtures. Changes in pavement material costs and CO2 emissions were also observed for fiber reinforced concrete mixtures. The observations are dependent on the type and amount of fibers and properties of concrete matrices.
JOURNAL OF CLEANER PRODUCTION
(2022)
Article
Construction & Building Technology
Shanglin Yang et al.
Summary: Steel fibers have a significant impact on the properties and failure process of ultra-high performance concrete (UHPC) under dynamic loading. Experimental results show that the presence of steel fibers enhances the strength and toughness of UHPC, but the effect on crack resistance is unremarkable within a certain fiber content range.
JOURNAL OF BUILDING ENGINEERING
(2022)
Article
Construction & Building Technology
Bassam A. Tayeh et al.
Summary: This investigation studied the impact of different shaped steel fibres and their volume on the fresh and mechanical characteristics of ultra-high-performance concrete. The results showed that using deformed fibres and increasing fibre volume reduced the flowability of the concrete, while significantly affecting its compressive strength and modulus of rupture.
CASE STUDIES IN CONSTRUCTION MATERIALS
(2022)
Article
Construction & Building Technology
K. B. Ramkumar et al.
Summary: This study investigates the workability of high-flowable SCC prepared with hybrid steel fibers and compares the experimental results with a regression model. The results show that adding a combination of hooked and micro-steel fibers improves the performance of both fresh and hardened concrete. The regression model accurately predicts the mechanical properties of the concrete.
CASE STUDIES IN CONSTRUCTION MATERIALS
(2022)
Article
Construction & Building Technology
Bassam A. Tayeh et al.
Summary: The aim of this research is to investigate the impact of microsilica and polypropylene fibers (PF) on the mechanical characteristics of ultra-high performance geopolymer concrete (UHP-GPC). The experimental results showed that the addition of 15% microsilica significantly degraded the mechanical characteristics, but further addition of microsilica enhanced the characteristics. Moreover, introducing 2.75% PF effectively minimized the decrease in characteristics when 15% microsilica was used, and PF contributed significantly to the mechanical characteristics of UHP-GPC.
CASE STUDIES IN CONSTRUCTION MATERIALS
(2022)
Article
Construction & Building Technology
Yazan Issa Abu Aisheh et al.
Summary: This paper investigates the use of microsilica and granulated blast furnace slag in ultra-high-performance geopolymer concrete, along with polypropylene fiber and steel fiber. The results show that adding steel fiber enhances the mechanical properties of the samples, while replacing it with polypropylene fiber increases durability.
CASE STUDIES IN CONSTRUCTION MATERIALS
(2022)
Article
Chemistry, Physical
Hang Shi et al.
Summary: The study investigated the mechanical properties of polypropylene fiber all-coral seawater concrete under triaxial compression, finding that the best deformation properties were achieved with the addition of 3 kg center dot m(-3) of polypropylene fiber. The correct amount of polypropylene fibers significantly enhanced the strength and ductility of the material, improving its brittle characteristics. Additionally, the confining pressure value and polypropylene fiber coupling effect delayed the appearance of initial damage, slowed damage development, and reduced damage severity during triaxial compression.
Article
Construction & Building Technology
Wenmei Zhou et al.
Summary: This paper discusses the deterioration of fracture properties of rubber powder modified polypropylene fiber concrete (RPFC) after elevated temperatures. The results show that incorporating rubber powder into polypropylene fiber concrete can delay the crack propagation process, improve the deformation ability and make the fracture path more tortuous. With the increase of rubber powder content and ambient temperature, the fracture toughness and energy of RPFC exhibit different trends. AE analysis further indicates that the growth rate of accumulate counts decrease significantly with the rubber powder content in RPFC, suggesting a slowed down rate of damage development.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Geochemistry & Geophysics
Yimeng Wei et al.
Summary: Adding polypropylene fiber can improve the crack resistance and deformation resistance of plain concrete. The study found that the optimal fiber content for improving compressive strength is 1.2 kg/m(3) at 14- and 28-day ages, and 0.9 kg/m(3) at 60 days. The flexural strength is highest at a content of 0.9 kg/m(3).
Article
Chemistry, Physical
Xiangqing Kong et al.
Summary: This study aimed to investigate the impact resistance and mechanical properties of recycled aggregate concrete (RAC) affected by hooked-end steel fiber (HF) and crimped steel fiber (CF). The results showed that increasing steel fiber content enhanced impact resistance and mechanical properties, while increasing RCA substitution ratio slightly decreased these properties. HF had better impact resistance than CF.
Article
Chemistry, Physical
Tao Luo et al.
Summary: Steel-fiber-reinforced concrete (SFRC) exhibits different internal micro-structure and damage characteristics due to the varying content and random distribution of steel fibers. This study investigated the influence of steel fiber volume fractions on the splitting-tensile strength of concrete and analyzed the microscopic failure mechanism of SFRC. Results showed that the addition of steel fibers improved the splitting-tensile strength of concrete, with a maximum value observed at a volume fraction of 1.5%. The failure process involved four stages, with tensile failure dominating and a partial shear failure.
Article
Chemistry, Multidisciplinary
Yuanxun Zheng et al.
Summary: In this study, nano-SiO2 and basalt fiber were used to improve the quality of recycled aggregate concrete. The effects of different contents and lengths of basalt fiber on the mechanical properties of the concrete were analyzed, as well as the micro-composite effect between nano-SiO2 and basalt fiber. The study found that the optimum modified concentration of nano-SiO2 was 2%, and the optimum length and content of basalt fiber were 12 mm and 0.2%, respectively. The addition of basalt fiber significantly increased the compressive strength, splitting tensile strength, and flexural strength of the concrete.
NANOTECHNOLOGY REVIEWS
(2022)
Article
Construction & Building Technology
Maziar Fakoor et al.
Summary: This research explores the influence of steel fibers on the bond strength between concrete and rebar through various methods, revealing the significant role of steel fibers in bond strength with unique performance and effects. By analyzing different parameters, a model was established to evaluate bond strength, which was then validated against previous experimental findings and models.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Review
Chemistry, Physical
Waqas Ahmad et al.
Summary: Fracture characteristics of fiber-reinforced cementitious composites are crucial for crack stability, service performance, and safety evaluation. Research trends in this field have been analyzed through bibliometric data, providing insights into publication fields, active authors, and regions with significant impact. Scientometric review and science mapping techniques can facilitate research collaboration and innovative technology exchange among scholars worldwide.
Article
Construction & Building Technology
Danying Gao et al.
Summary: This study investigated the fatigue behavior of steel-fiber-reinforced concrete beams through experimental and numerical analysis, identifying the impact of fiber clustering on fatigue life.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Chemistry, Physical
Chunyu Zhang et al.
Summary: This study investigates how vibration stirring, steel-fiber volume ratio, and matrix strength influence the mechanical properties of steel-fiber-reinforced concrete. It is found that vibration mixing produces concrete with better mechanical properties compared to ordinary mixing, with a linear relationship between mechanical properties and matrix strength as well as fiber volume ratio. Additionally, microscopic studies show that vibration stirring optimizes the microstructure and enhances homogeneity of steel-fiber-reinforced concrete.
Article
Engineering, Multidisciplinary
Aris Aryanto et al.
Summary: The study found that the addition of fibers significantly increased tension-stiffening effect, but had limited impact on reducing the bond degradation caused by corrosion. Additionally, the addition of polypropylene fibers improved cracking behavior by decreasing crack spacing compared to specimens without fiber addition at the same corrosion level.
JOURNAL OF ENGINEERING AND TECHNOLOGICAL SCIENCES
(2021)
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Xijun Shi et al.
CONSTRUCTION AND BUILDING MATERIALS
(2020)
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Syed Yasir Alam et al.
ENGINEERING FRACTURE MECHANICS
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STRUCTURAL CONCRETE
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INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS
(2018)
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(2018)
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JOURNAL OF BUILDING ENGINEERING
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CONSTRUCTION AND BUILDING MATERIALS
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CONSTRUCTION AND BUILDING MATERIALS
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CONSTRUCTION AND BUILDING MATERIALS
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MAGAZINE OF CONCRETE RESEARCH
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Tehmina Ayub et al.
ADVANCES IN MATERIALS SCIENCE AND ENGINEERING
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Proceedings Paper
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(2011)