A study of the effects of MWCNTs on the fresh and hardened state properties of 3D printable concrete DOI Creative Commons
Albanela Dulaj,

T.A.M. Salet,

Sandra S. Lucas

et al.

Case Studies in Construction Materials, Journal Year: 2024, Volume and Issue: 20, P. e02913 - e02913

Published: Jan. 26, 2024

Much research in 3D concrete printing focuses on material design and testing new additives to improve performance. However, there are very few examples of studies using carbon nanomaterials mechanical performance create smart mortars with self-sensing capabilities. is a technology that optimizing the building industry, composition able monitor structural health can provide important insights into stress levels microcrack concentration critical parts. In this study, multi-walled nanotubes (MWCNTs) were embedded printable concrete, its ability was investigated. Four compositions different concentrations MWCNTs prepared assess porosity distribution properties fresh hardened states. To evaluate material, change conductivity measured resistivity meter four-point Wenner probe, while tested under compression tension. The results showed porosity, strongly influenced by matrix, had significant effect state behavior compositions, better capabilities one content 0.5% per binder content.

Language: Английский

Mechanical properties and microstructure of waterborne polyurethane-modified cement composites as concrete repair mortar DOI
Heping Zheng, Bo Pang, Zuquan Jin

et al.

Journal of Building Engineering, Journal Year: 2024, Volume and Issue: 84, P. 108394 - 108394

Published: Jan. 6, 2024

Language: Английский

Citations

38

Optimizing flow, strength, and durability in high-strength self-compacting and self-curing concrete utilizing lightweight aggregates DOI Creative Commons

Syed Abdhaheer Kadhar,

Elangovan Gopal,

Vivek Sivakumar

et al.

Matéria (Rio de Janeiro), Journal Year: 2024, Volume and Issue: 29(1)

Published: Jan. 1, 2024

This comprehensive study undertaken to investigate the properties and performance of M60 grade self-compacting self-curing concrete mix designs. The research involved an in-depth analysis various compositions labeled as M1 M16, each with specific aggregate combinations percentages. primary focus was on assessing critical such flow-ability, mechanical, durability micro structural properties. M6, featuring a balanced incorporation fine alternatives (FAA) natural coarse aggregates (NCA), exhibited noteworthy behavior in terms evaluated indicated potential advantages judiciously combining different types achieve desired characteristics. underscored role selection substitution determining overall durability, strength, concrete. These findings contribute improved understanding optimizing designs for achieving enhanced mechanical properties, long-term sustainability. M12 is more superior compared all form fresh study’s outcomes have implications construction industry, offering valuable insights into formulating blends tailored requirements outcomes.

Language: Английский

Citations

38

ANN-based swarm intelligence for predicting expansive soil swell pressure and compression strength DOI Creative Commons
Fazal E. Jalal, Mudassir Iqbal, Waseem Akhtar Khan

et al.

Scientific Reports, Journal Year: 2024, Volume and Issue: 14(1)

Published: June 25, 2024

Abstract This research suggests a robust integration of artificial neural networks (ANN) for predicting swell pressure and the unconfined compression strength expansive soils ( P s UCS -ES). Four novel ANN-based models, namely ANN-PSO (i.e., particle swarm optimization), ANN-GWO grey wolf ANN-SMA slime mould algorithm) alongside ANN-MPA marine predators’ were deployed to assess -ES. The models trained using nine most influential parameters affecting -ES, collected from broader range 145 published papers. observed results compared with predictions made by metaheuristics models. efficacy all these formulated was evaluated utilizing mean absolute error (MAE), Nash–Sutcliffe (NS) efficiency, performance index ρ , regression coefficient R 2 ), root square (RMSE), ratio RMSE standard deviation actual observations (RSR), variance account (VAF), Willmott’s agreement (WI), weighted percentage (WMAPE). All developed -ES had an significantly > 0.8 overall dataset. However, excelled in yielding high values training dataset TrD testing TsD validation VdD ). model also exhibited lowest MAE 5.63%, 5.68%, 5.48% respectively. model’s revealed that exceeded 0.9 . decreased Also, yielded higher (0.89, 0.93, 0.94) comparatively low (5.11%, 5.67, 3.61%) case PSO, GWO, SMA, witnessed overfitting problem because aforementioned 0.62, 0.56, 0.58 On contrary, no significant observation recorded ANN-base tested a-20 index. For maximum points lie within ± 20% error. sensitivity as well monotonicity analyses depicted trending corroborate existing literature. Therefore, it can be inferred recently built swarm-based ANN particularly ANN-MPA, solve complexities tuning hyperparameters ANN-predicted replicated practical scenarios geoenvironmental engineering.

Language: Английский

Citations

30

Performance evaluation of cement-based composites containing phase change materials from energy management and construction standpoints DOI Creative Commons
Muhammad Faisal Junaid,

Zia ur Rehman,

Nauman Ijaz

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 416, P. 135108 - 135108

Published: Jan. 28, 2024

Thermal energy storage in building envelopes is critical to promoting renewable energy, implementation of which requires thermal performance enhancement construction materials. In this regard, phase change materials (PCMs) are often incorporated with cement-based composites (CBCs) materials, most commonly used construction. The current article provides a state-of-the-art review PCM-incorporated CBCs (PCM-CBCs) considering various CBCs, incorporation methods, and their challenges solutions. Additionally, evaluation PCM-CBCs carried out based on thermal, mechanical, durability, sustainability, efficiency, resource conservation-based performances. It was identified that terms performance, natural conservation, the research has been well established, they find vast application TES management systems. On other hand, although healthy data available appraisal mechanical PCM-CBCs, more efforts required control detrimental impact PCM make them durable desirable for where must undergo loading. This consolidated perspective researchers, practitioners, educators working practical.

Language: Английский

Citations

28

Sustainable use of silica fume and metakaolin in slag/fly ash-based self-compacting geopolymer composites: Fresh, physico-mechanical and durability properties DOI

Sümeyye Arslan,

Ali Öz, Ahmet Benli

et al.

Sustainable Chemistry and Pharmacy, Journal Year: 2024, Volume and Issue: 38, P. 101512 - 101512

Published: March 1, 2024

Language: Английский

Citations

21

Internal superhydrophobic marine concrete: Interface modification based on slag microstructure regulation DOI
Zuquan Jin, Mengyuan Li, Bo Pang

et al.

Journal of Building Engineering, Journal Year: 2024, Volume and Issue: 86, P. 108769 - 108769

Published: Feb. 14, 2024

Language: Английский

Citations

18

Eco-sustainable design of seawater sea-sand slag-based geopolymer mortars incorporating ternary solid waste DOI
Zhiyuan Yang, Xiewei Zhan, Hong Zhu

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 431, P. 136512 - 136512

Published: May 11, 2024

Language: Английский

Citations

17

Degradation of mechanical properties and microstructure evolution of basalt-carbon based hybrid FRP bars in real seawater and sea-sand concrete DOI
Xiangke Guo, Zuquan Jin, Chuansheng Xiong

et al.

Composites Part B Engineering, Journal Year: 2023, Volume and Issue: 271, P. 111163 - 111163

Published: Dec. 21, 2023

Language: Английский

Citations

25

Durability enhancement of cement-based repair mortars through waterborne polyurethane modification: Experimental characterization and molecular dynamics simulations DOI
Heping Zheng, Bo Pang, Zuquan Jin

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 438, P. 137204 - 137204

Published: June 26, 2024

Language: Английский

Citations

15

Assessment of the split tensile strength of fiber reinforced recycled aggregate concrete using interpretable approaches with graphical user interface DOI
Hisham Alabduljabbar, Furqan Farooq, Mana Alyami

et al.

Materials Today Communications, Journal Year: 2024, Volume and Issue: 38, P. 108009 - 108009

Published: Jan. 4, 2024

Language: Английский

Citations

14