4.6 Article

Effect of fiber type on the mechanical properties and durability of hardened concrete

相关参考文献

注意:仅列出部分参考文献,下载原文获取全部文献信息。
Article Construction & Building Technology

Experimental Study and Mechanism Analysis of the Shear Dynamic Performance of Basalt Fiber-Reinforced Concrete

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

Experimental Study on Mechanical Properties of Basalt Fiber Concrete after Cryogenic Freeze-Thaw Cycles

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.

POLYMERS (2023)

Article Construction & Building Technology

Experimental investigation on mechanical properties of steel fiber reinforced recycled aggregate concrete under uniaxial cyclic compression

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

Effect of hooked end steel fibers on strength and durability properties of ambient cured geopolymer concrete

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

The Effect of the Basalt Fiber on Mechanical Properties and Corrosion Durability in Concrete

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

Mechanical anisotropy of ultra-high performance fibre-reinforced concrete for 3D printing

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

Bond behaviour of deformed steel bars in steel fibre high-strength self-compacting concrete

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

Natural Cellulosic Fiber Reinforced Concrete: Influence of Fiber Type and Loading Percentage on Mechanical and Water Absorption Performance

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.

MATERIALS (2022)

Article Materials Science, Multidisciplinary

Analysis of the bond-slip performance of steel bars and steel fiber recycled concrete based on the constitutive relationship model

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

The Synergistic Effects of Different Types of Hybridized Synthetic Fibers on Concrete Post-Crack Residual Strength

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

Compressive strength and impact resistance of hybrid fiber reinforced concrete exposed to elevated temperatures

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

Experimental study on mechanical properties, microstructural of lightweight concrete incorporating polypropylene fibers and metakaolin at high temperatures

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

Experimental Analysis of Bearing Capacity of Basalt Fiber Reinforced Concrete Short Columns under Axial Compression

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.

COATINGS (2022)

Article Construction & Building Technology

Corrosion resistance of multiscale polypropylene fiber-reinforced concrete under sulfate attack

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

Sustainability and cost-effectiveness of steel and polypropylene fiber reinforced concrete pavement mixtures

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

Effects of steel fibers on the dynamic properties and failure process of ultra-high performance concrete

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

Ultra-high-performance concrete: Impacts of steel fibre shape and content on flowability, compressive strength and modulus of rupture

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

Impact of hybrid steel fibres on fresh and mechanical properties of Self-compacting concrete

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

Influence of microsilica and polypropylene fibers on the fresh and mechanical properties of ultra-high performance geopolymer concrete (UHP-GPC)

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

Influence of polypropylene and steel fibers on the mechanical properties of ultra-high-performance fiber-reinforced geopolymer concrete

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

Experimental Study on Triaxial Compressive Mechanical Properties of Polypropylene Fiber Coral Seawater Concrete

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.

MATERIALS (2022)

Article Construction & Building Technology

Fracture behavior of polypropylene fiber reinforced concrete modified by rubber powder exposed to elevated temperatures

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

Experimental Study on Compressive and Flexural Performances of Polypropylene Fiber-Reinforced Concrete

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).

GEOFLUIDS (2022)

Article Chemistry, Physical

The Impact Resistance and Mechanical Properties of Recycled Aggregate Concrete with Hooked-End and Crimped Steel Fiber

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.

MATERIALS (2022)

Article Chemistry, Physical

Research on Splitting-Tensile Properties and Failure Mechanism of Steel-Fiber-Reinforced Concrete Based on DIC and AE Techniques

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.

MATERIALS (2022)

Article Chemistry, Multidisciplinary

Mechanical properties and microstructure of nano-SiO2 and basalt-fiber-reinforced recycled aggregate concrete

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

A new post-peak behavior assessment approach for effect of steel fibers on bond stress-slip relationship of concrete and steel bar after exposure to high temperatures

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

Effect of Short Fiber Reinforcements on Fracture Performance of Cement-Based Materials: A Systematic Review Approach

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.

MATERIALS (2021)

Article Construction & Building Technology

Effects of fiber clustering on fatigue behavior of steel fiber reinforced concrete beams

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

The Effect of Vibration Mixing on the Mechanical Properties of Steel Fiber Concrete with Different Mix Ratios

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.

MATERIALS (2021)

Article Engineering, Multidisciplinary

Tension Stiffening Behavior of Polypropylene Fiber-Reinforced Concrete Tension Members

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)

Article Construction & Building Technology

Constitutive behaviors of steel fiber reinforced concrete under uniaxial compression and tension

Xijun Shi et al.

CONSTRUCTION AND BUILDING MATERIALS (2020)

Article Mechanics

A new way to analyse the size effect in quasi-brittle materials by scaling the heterogeneity size

Syed Yasir Alam et al.

ENGINEERING FRACTURE MECHANICS (2020)

Article Construction & Building Technology

Cracking behaviour and constitutive modelling of hybrid fibre reinforced concrete

Mehran Khan et al.

JOURNAL OF BUILDING ENGINEERING (2020)

Article Construction & Building Technology

Post-cracking behavior of polypropylene fiber reinforced concrete under bending and uniaxial tensile tests

Antonio Mudadu et al.

STRUCTURAL CONCRETE (2019)

Article Thermodynamics

Thermal behavior of polypropylene fiber-reinforced concrete at elevated temperatures

Ewa Rudnik et al.

JOURNAL OF THERMAL ANALYSIS AND CALORIMETRY (2018)

Article Construction & Building Technology

Residual flexural strengths of steel fiber reinforced concrete with multiple hooked-end fibers

Akshay Venkateshwaran et al.

STRUCTURAL CONCRETE (2018)

Article Construction & Building Technology

Effect of pore structures on gas permeability and chloride diffusivity of concrete

Junzhi Zhang et al.

CONSTRUCTION AND BUILDING MATERIALS (2018)

Article Construction & Building Technology

Alternating Magnetic Field Effect on Fine-Aggregate Steel Chip-Reinforced Concrete Properties

Iman Abavisani et al.

JOURNAL OF MATERIALS IN CIVIL ENGINEERING (2018)

Article Construction & Building Technology

Stainless Steel Bonded to Concrete: An Experimental Assessment using the DIC Technique

Hugo Biscaia et al.

INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS (2018)

Article Construction & Building Technology

The properties of chopped basalt fibre reinforced self-compacting concrete

Zeynep Algin et al.

CONSTRUCTION AND BUILDING MATERIALS (2018)

Proceedings Paper Engineering, Manufacturing

Finite Element Simulation Analysis on Crack Resistance of Recycled Concrete Beams of Hybrid Fiber with Waste Polypropylene Fiber

Cui-ping Chi et al.

4TH INTERNATIONAL CONFERENCE ON APPLIED MATERIALS AND MANUFACTURING TECHNOLOGY (2018)

Article Engineering, Multidisciplinary

Examination of the effects of CaCO3 reinforced and unreinforced polypropylenes which is substituted with a fine aggregate on traditional concrete properties

Baris Simsek et al.

PAMUKKALE UNIVERSITY JOURNAL OF ENGINEERING SCIENCES-PAMUKKALE UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI (2018)

Review Construction & Building Technology

Thermal conductivity of concrete - A review

Iman Asadi et al.

JOURNAL OF BUILDING ENGINEERING (2018)

Article Physics, Applied

Dirac-fermions in graphene d-wave superconducting heterojunction with the spin orbit interaction

Juntao Wang et al.

PHYSICA C-SUPERCONDUCTIVITY AND ITS APPLICATIONS (2017)

Article Construction & Building Technology

Relationship between tensile Young's modulus and strength of fly ash high strength concrete at early age

Dejian Shen et al.

CONSTRUCTION AND BUILDING MATERIALS (2016)

Article Construction & Building Technology

Use of glass and nylon fibers in concrete for controlling early age micro cracking in bridge decks

Mehran Khan et al.

CONSTRUCTION AND BUILDING MATERIALS (2016)

Article Construction & Building Technology

Mechanical properties of hybrid fibre-reinforced concrete - analytical modelling and experimental behaviour

Aref Abadel et al.

MAGAZINE OF CONCRETE RESEARCH (2016)

Article Materials Science, Multidisciplinary

Effect of Chopped Basalt Fibers on the Mechanical Properties and Microstructure of High Performance Fiber Reinforced Concrete

Tehmina Ayub et al.

ADVANCES IN MATERIALS SCIENCE AND ENGINEERING (2014)

Article Construction & Building Technology

Uniaxial tensile strength and tensile Young's modulus of fly-ash concrete at early age

Isamu Yoshitake et al.

CONSTRUCTION AND BUILDING MATERIALS (2013)

Proceedings Paper Construction & Building Technology

Experimental Study of Compression for Multi-scale Polypropylene Fiber Concrete

Ninghui Liang et al.

ADVANCED BUILDING MATERIALS AND SUSTAINABLE ARCHITECTURE, PTS 1-4 (2012)

Proceedings Paper Construction & Building Technology

Experimental Study of Splitting Tensile for Multi-scale Polypropylene Fiber Concrete

Ninghui Liang et al.

TRENDS IN BUILDING MATERIALS RESEARCH, PTS 1 AND 2 (2012)

Article Materials Science, Composites

Influence of silica fume and polypropylene fiber on fracture properties of concrete composite containing fly ash

Peng Zhang et al.

JOURNAL OF REINFORCED PLASTICS AND COMPOSITES (2011)