Utilization of recycled synthetic fibers in concrete with a focus on structural properties enhancement: a critical literature review DOI Creative Commons

Hiberaldo Júnior Batista de Assis,

Augusto César da Silva Bezerra, Júnia Nunes de Paula

и другие.

Discover Materials, Год журнала: 2024, Номер 4(1)

Опубликована: Ноя. 22, 2024

Research involving the application of waste materials in concrete has gained prominence academic community, aiming to promote cleaner management while enhancing properties. This study reviews publications that have assessed influence recycled synthetic fibers on concrete, observing improvements their main The analysis results reported articles revealed that, for any type fiber, there is a significant loss workability worsens as fiber dosage increases. Additionally, compressive, flexural, and tensile strengths are observed up 2% volume added concrete. can be attributed "bridging" effect caused by adhesion friction matrix, delaying initiation propagation cracks microcracks under mechanical stress or drying shrinkage. It was also modulus elasticity not significantly affected. Furthermore demonstrated performance compatible with commercially available virgin fibers, indicating they serve effective replacements, witch contributes mitigation natural resource extraction, energy consumption, CO2 generation from production well promoting circular economy.

Язык: Английский

Physics-informed modeling of splitting tensile strength of recycled aggregate concrete using advanced machine learning DOI Creative Commons
Kennedy C. Onyelowe, Viroon Kamchoom‬, Shadi Hanandeh

и другие.

Scientific Reports, Год журнала: 2025, Номер 15(1)

Опубликована: Фев. 28, 2025

Physics-informed modeling (PIM) using advanced machine learning (ML) represents a paradigm shift in the field of concrete technology, offering potent blend scientific rigor and computational efficiency. By harnessing synergies between physics-based principles data-driven algorithms, PIM-ML not only streamlines design process but also enhances reliability sustainability structures. As research continues to refine these models validate their performance, adoption promises revolutionize how materials are engineered, tested, utilized construction projects worldwide. In this work, an extensive literature review, which produced global representative database for splitting tensile strength (Fsp) recycled aggregate concrete, was indulged. The studied components such as C, W, NCAg, PL, RCAg_D, RCAg_P, RCAg_wa, Vf, F_type were measured tabulated. collected 257 records partitioned into training set 200 (80%) validation 57 (20%) line with more reliable partitioning database. Five techniques created "Weka Data Mining" software version 3.8.6 applied predict Fsp Hoffman & Gardener method performance metrics used evaluate sensitivity variables ML models, respectively. results show Kstar model demonstrates highest level among achieving exceptional accuracy R2 0.96 Accuracy 94%. Its RMSE MAE both low at 0.15 MPa, indicating minimal deviations predicted actual values. Additional WI (0.99), NSE (0.96), KGE (0.96) further confirm model's superior efficiency consistent making it most dependable tool practical applications. Also analysis shows that Water content (W) exerts significant impact 40%, demonstrating amount water mix is critical factor optimal strength. This underscores need careful management balance workability sustainable production. Coarse natural (NCAg) has substantial 38%, its essential role maintaining structural integrity mix.

Язык: Английский

Процитировано

4

Machine Learning as an Innovative Engineering Tool for Controlling Concrete Performance: A Comprehensive Review DOI

Fatemeh Mobasheri,

Masoud Hosseinpoor, Ammar Yahia

и другие.

Archives of Computational Methods in Engineering, Год журнала: 2025, Номер unknown

Опубликована: Апрель 10, 2025

Язык: Английский

Процитировано

1

Impact of plastic waste fiber and treated construction demolition waste on the durability and sustainability of concrete DOI Creative Commons

Selvakumar Duraiswamy,

P. Neelamegam,

M. Vishnupriyan

и другие.

Scientific Reports, Год журнала: 2024, Номер 14(1)

Опубликована: Ноя. 8, 2024

This study explores the mechanical and durability properties of Plastic-Fibre Reinforced Concrete, incorporating hand-shredded plastic fibers sourced from polyethylene bags PET bottles. Evaluations, including compressive split tensile strength tests, were conducted on M40 grade mixes containing 100% treated Construction Demolition Waste (CDW), comparing them with conventional concrete. The results demonstrate a significant enhancement in addition 0.25%, 0.5%, 0.75%, 1% plastic-fibres, alongside complete replacement coarse aggregate CDW, particularly noticeable at both 7 28-day curing ages. Although higher fiber dosages led to slight reduction by 7% optimum percentage 0.25% PE 0.5% PET, flexural strengths exhibited proportional increase 11.7% 18%. Surface analysis via Scanning Electron Microscopy (SEM) elemental composition determination using Energy Dispersive Spectroscopy (EDS) revealed minimal damage post-exposure, confirming its efficiency contribution reduced weight loss mix. novel approach combines manually recycled waste as enhancing concrete while promoting sustainability. Sustainability indicates that utilizing CDW contributes energy consumption, lower carbon emissions, economic benefits. These findings underscore potential integrating non-degradable plastics into mixtures, combined offering environmental sustainability enhanced performance advantages construction materials.

Язык: Английский

Процитировано

4

Synergistic effects of combined multi-walled carbon nanotubes and glass fibers on concrete: experimental and economic analysis DOI Creative Commons
Ali Ebrahim,

S. Kandasamy,

Haytham F. Isleem

и другие.

Fullerenes Nanotubes and Carbon Nanostructures, Год журнала: 2024, Номер unknown, С. 1 - 17

Опубликована: Дек. 27, 2024

This article deals with the combined application of MWCNTs and GFs to improve mechanical property durability concrete. were dispersed by sonication added in dosages 0.05, 0.10, 0.15% cement weight, while at 0.5, 1.0, 1.5% mixture weight. Compressive, flexural, tensile strengths, as well modulus elasticity, rebound number, ultrasonic pulse velocity, tested various curing ages. Accordingly, addition 0.10% 1.0% resulted enhancement compressive strength improving elasticity up 14%. In addition, improved owing reduced sorptivity aid pore refinement crack-bridging GFs. Scanning electron microscopy showed that optimum mix developed a denser microstructure; however, mixtures higher exhibited agglomeration, influencing their performance adversely. economic assessment pointed out best improvement-cost ratio corresponded benefit-cost equal 0.104. The present research provides an insight into development high-performance concrete materials delivers practical recommendations on how could be GF order create durable yet economically viable concretes.

Язык: Английский

Процитировано

3

A Comparative Performance Analysis of Machine Learning Models for Compressive Strength Prediction in Fly Ash-Based Geopolymers Concrete Using Reference Data DOI Creative Commons
Muhammad Kashif Anwar,

Muhammad Ahmed Qurashi,

Xingyi Zhu

и другие.

Case Studies in Construction Materials, Год журнала: 2025, Номер unknown, С. e04207 - e04207

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

0

Harnessing expanded polystyrene waste for sustainable construction: NBO-HDLNN approach DOI
M. Seethapathi, T. Vijaya Gowri, P. Rajesh

и другие.

International Journal of Pavement Engineering, Год журнала: 2025, Номер 26(1)

Опубликована: Фев. 18, 2025

Язык: Английский

Процитировано

0

Innovative Valorization of Solid Waste Materials for Production of Sustainable Low-Carbon Pavement: A Systematic Review and Scientometric Analysis DOI Creative Commons
Wisal Ahmed, Guoyang Lu, S. Thomas Ng

и другие.

Case Studies in Construction Materials, Год журнала: 2025, Номер unknown, С. e04541 - e04541

Опубликована: Март 1, 2025

Язык: Английский

Процитировано

0

Modeling the compressive strength behavior of concrete reinforced with basalt fiber DOI Creative Commons
Kennedy C. Onyelowe, Ahmed M. Ebid, Shadi Hanandeh

и другие.

Scientific Reports, Год журнала: 2025, Номер 15(1)

Опубликована: Апрель 3, 2025

This research investigates the compressive strength behavior of basalt fiber-reinforced concrete (BFRC) using machine learning models to optimize predictions and enhance its practical applications. The study incorporates various modeling techniques, including Artificial Neural Networks (ANN), k-Nearest Neighbors (KNN), Support Vector Machines (SVM), Decision Trees, Random Forest (RF), evaluate their predictive capabilities. Basalt Fiber Reinforced Concrete is a composite material that fibers into traditional mechanical durability properties. use fibers, derived from natural volcanic rocks, aligns with sustainability goals due eco-friendliness, cost-effectiveness, high performance. BFRC combines structural excellence sustainability, making it an ideal for modern construction practices. Its ability performance, reduce environmental impact, ensure long-term positions as pivotal solution sustainable infrastructure development. developed were used predict fiber (Cs_bf) mixture contents, age, dimensions. All created "Orange Data Mining" software version 3.36. A total three hundred nine (309) records collected literature different mixing ratios at ages. Each record contains following data: C-Cement content (Kg/m3), FA-Fly ash W-Water SP-Super-plasticizer CAg-Coarse aggregates FAg-Fine Age-The age testing (days), L_b-length (mm), d_bf-Diameter (µm), V_bf-Volume (%) Cs_bf-Compressive fibre (MPa). divided training set (249 records≈80%) validation (60 records≈ 20%). At end process, can be shown present work outclassed other ML techniques applied in previous paper, which reported utilization same size data entries reinforced constituents. Taylor chart measured predicted ANN, KNN, SVM, Tree RF presented comparing performance by illustrating key statistical measures simultaneously: correlation coefficient (R), normalized standard deviation (σ), root-mean-square error (RMSE). Finally, deduced after considering indices selected ensemble classification utilized this all modes have almost excellent level accuracy 95%, but SVR produced R2 0.98 each KNN producing MAE 1.4 MPa, MSE 2.5 MPa outperform ANN 1.55 MPa/MSE 4.1 1.6 3.85 respectively. Three estimate impact input on strength, namely matrix, sensitivity analysis relative importance chart.

Язык: Английский

Процитировано

0

Plastic waste to hydrogen fuel: Cutting-edge catalytic technologies for sustainable energy transition DOI
Muhammad Faizan, Mohammad Nahid Siddiqui

International Journal of Hydrogen Energy, Год журнала: 2025, Номер 127, С. 678 - 701

Опубликована: Апрель 15, 2025

Язык: Английский

Процитировано

0

A review of machine learning models for concrete strength prediction and mix optimization DOI

Shaik Mohiddin,

D. Ravi Prasad,

D. Rama Seshu

и другие.

Journal of Building Pathology and Rehabilitation, Год журнала: 2025, Номер 10(2)

Опубликована: Июнь 4, 2025

Язык: Английский

Процитировано

0