Sustainable Alkali-Activated Self-Compacting Concrete for Precast Textile-Reinforced Concrete: Experimental–Statistical Modeling Approach DOI Open Access
Vitalii Kryzhanovskyi, Jeanette Orlowsky

Materials, Journal Year: 2024, Volume and Issue: 17(24), P. 6280 - 6280

Published: Dec. 22, 2024

Industrial and construction wastes make up about half of all world wastes. In order to reduce their negative impact on the environment, it is possible use part them for concrete production. Using experimental–statistical modeling techniques, combined effect brick powder, recycling sand, alkaline activator fresh hardened properties self-compacting production textile-reinforced was investigated. Experimental data flowability, passing ability, spreading speed, segregation resistance, air content, density mixtures were obtained. The standard ability tests modified using a textile mesh maximize approximation real conditions To determine dynamics strength development, compression flexural at ages 1, 3, 7, 28 days splitting tensile conducted. preparation technology investigated depending composition presented. resulting mathematical models allow optimization compositions partial replacement slag cement with powder (up 30%), natural sand recycled 100%) addition an in range 0.5–1% content. This allows us obtain sustainable, alkali-activated high-strength concrete, which significantly reduces environment promotes development circular economy industry.

Language: Английский

RAGN-R: A multi-subject ensemble machine-learning method for estimating mechanical properties of advanced structural materials DOI
Farzin Kazemi, Aybike Özyüksel Çiftçioğlu, Torkan Shafighfard

et al.

Computers & Structures, Journal Year: 2025, Volume and Issue: 308, P. 107657 - 107657

Published: Jan. 27, 2025

Language: Английский

Citations

21

Grey wolf optimizer integrated within boosting algorithm: Application in mechanical properties prediction of ultra high-performance concrete including carbon nanotubes DOI
Aybike Özyüksel Çiftçioğlu, Farzin Kazemi, Torkan Shafighfard

et al.

Applied Materials Today, Journal Year: 2025, Volume and Issue: 42, P. 102601 - 102601

Published: Jan. 18, 2025

Language: Английский

Citations

18

Machine Learning-Assisted Prediction of Durability Behavior in Pultruded Fiber-Reinforced Polymeric (PFRP) Composites DOI Creative Commons
Ammar A. Alshannaq, Mohammad F. Tamimi, Muˈath I. Abu Qamar

et al.

Results in Engineering, Journal Year: 2025, Volume and Issue: 25, P. 104198 - 104198

Published: Jan. 31, 2025

Language: Английский

Citations

4

Thermo-Mechanical Performance of Sustainable Lightweight Sandwich Panels Utilizing Ultra-High-Performance Fiber-Reinforced Concrete DOI Creative Commons
Mariam Farouk Ghazy, Metwally Abd Elaty, Mohamed Sakr

et al.

Buildings, Journal Year: 2025, Volume and Issue: 15(4), P. 593 - 593

Published: Feb. 14, 2025

Sandwich panels, consisting of two concrete wythes that encase an insulating core, are designed to improve energy efficiency and reduce the weight construction applications. This research examines thermal flexural properties a novel sandwich panel incorporates ultra-high-performance fiber-reinforced (UHPFRC) cellular lightweight (CLC) as its core material. Seven specimens were tested for their thermo-flexural performance using four-point bending tests. The experimental parameters included variations in UHPFRC thickness (20 mm 30 mm) different shear connector types (shear keys, steel bars, post-tension bars). study also assessed effects adding mesh reinforcement layer evaluated box sections without CLC core. analysis concentrated on several critical factors, such initial, ultimate, serviceability loads, load–deflection relationships, load–end slip, load–strain composite action ratios, crack patterns, failure modes. transient plane source technique. results demonstrated panels bars connectors achieved performance, most favorable ratios reached 68.8%. Conversely, section exhibited brittle mode when compared other tested. To effectively evaluate mechanical properties, it is important design have adequate load-bearing capacity while maintaining low conductivity. introduced thermo-mechanical coefficient both panels. findings indicated with highest those had lowest performance.

Language: Английский

Citations

4

Prediction of the flexural strength and elastic modulus of cementitious materials reinforced with carbon nanotubes: An approach with artificial intelligence DOI
Mahyar Ramezani, Doeun Choe, A. Rasheed

et al.

Engineering Applications of Artificial Intelligence, Journal Year: 2025, Volume and Issue: 150, P. 110544 - 110544

Published: March 20, 2025

Language: Английский

Citations

2

Development and optimization of geopolymer concrete with compressive strength prediction using particle swarm-optimized extreme gradient boosting DOI
Shimol Philip,

Nidhi Marakkath

Applied Soft Computing, Journal Year: 2025, Volume and Issue: unknown, P. 113149 - 113149

Published: April 1, 2025

Language: Английский

Citations

2

Unveiling the Combined Thermal and High Strain Rate Effects on Compressive Behavior of Steel Fiber-Reinforced Concrete: A Novel Predictive Approach DOI Creative Commons
Mohsin Ali, Li Chen, Bin Feng

et al.

Case Studies in Construction Materials, Journal Year: 2025, Volume and Issue: unknown, P. e04384 - e04384

Published: Feb. 1, 2025

Language: Английский

Citations

1

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

Fatemeh Mobasheri,

Masoud Hosseinpoor, Ammar Yahia

et al.

Archives of Computational Methods in Engineering, Journal Year: 2025, Volume and Issue: unknown

Published: April 10, 2025

Language: Английский

Citations

1

Subgrade cumulative deformation probabilistic prediction method based on machine learning DOI
Zhixing Deng,

Linrong Xu,

Yongwei Li

et al.

Soil Dynamics and Earthquake Engineering, Journal Year: 2025, Volume and Issue: 191, P. 109233 - 109233

Published: Jan. 22, 2025

Language: Английский

Citations

0

Data‐driven machine learning regression methods to predict the residual strength in FRP composites subjected to fatigue DOI Creative Commons
Anand Gaurav

Polymer Composites, Journal Year: 2025, Volume and Issue: unknown

Published: Feb. 19, 2025

Abstract Fiber‐reinforced polymers (FRPs) are widely recognized as ideal materials for transport structures due to their customizable properties, high strength, and stiffness combined with low density. These exhibit significant resistance atmospheric conditions but susceptible fatigue loading. Unlike conventional metals, which possess an endurance limit, FRPs prone failure under any external load when subjected a substantial number of cycles. This makes the estimation residual strength critical aspect composite engineering. study evaluates efficacy various machine learning (ML) regression models, integrated informatics, in predicting post‐fatigue carbon‐ glass‐based (CFRPs GFRPs). A total 10 features that closely affects behavior were used train ML models; five from manufacturing aspects, four testing parameters, one representing properties. The tested models linear, non‐linear, decision tree, ensemble, support vector, artificial neural network (ANN) approaches identify best fit dataset. R‐squared (R 2 ), Mean Absolute Error (MAE), Median (MedAE) Root Square (RMSE) evaluation metrics assess model performance. findings indicate available numerical data is sufficient initiate training develop robust prediction, though scope improvement remains expansion Among Multi‐Layer Perceptron (MLP), ANN‐based regressor two hidden layers comprising 30 20 neurons, achieved performance, R values 0.88 on validation set 0.95 test RMSE 72.42. Additionally, tree (DT) AdaBoost regressors recorded MedAE zero data, suggesting at least half predictions accurate. boosted DT also demonstrated lowest dataset, value 2.13. Highlights Data compiled literatures contains outliers degrades model. Feature importance accuracy models. ANN takes highest time presents fit. GridSearchCV improves prediction. Models presenting negative can be improved by varying parameters.

Language: Английский

Citations

0