Construction and Building Materials, Год журнала: 2024, Номер 457, С. 139271 - 139271
Опубликована: Ноя. 29, 2024
Язык: Английский
Construction and Building Materials, Год журнала: 2024, Номер 457, С. 139271 - 139271
Опубликована: Ноя. 29, 2024
Язык: Английский
Construction and Building Materials, Год журнала: 2025, Номер 473, С. 140941 - 140941
Опубликована: Март 29, 2025
Язык: Английский
Процитировано
4Construction and Building Materials, Год журнала: 2025, Номер 463, С. 140114 - 140114
Опубликована: Янв. 25, 2025
Язык: Английский
Процитировано
1Sustainability, Год журнала: 2025, Номер 17(2), С. 641 - 641
Опубликована: Янв. 15, 2025
To meet the growing demand for sustainable building materials in modern construction projects, nanomaterials are widely used concrete to improve its mechanical properties, durability, and environmental adaptability. The effects of different calcium carbonate nanoparticles (NC) titanium carbide (NT) substitution rates (0%, 0.5%, 1% 1.5%) on durability properties steel fiber-reinforced (SFRC) were analyzed by experimental studies. We also evolution microstructure, chemical composition, functional groups scanning electron microscopy (SEM), energy-dispersive spectroscopy (EDS), X-ray diffraction (XRD), Fourier transform infrared (FT-IR). results demonstrated that NC replacement 0.5% NT was optimal combination preparation composite concrete. Compared SFRC with 0% both (CG), 28-day compressive strength NC0.5NT1 increased 35.5%, flexural 26.5%, splitting tensile 16.3%. performance has been significantly improved. After 150 freeze–thaw cycles, quality loss rate cured 28 days decreased 40.6%, relative dynamic elastic modulus 7.7%. Microscopic analysis indicates an appropriate amount replacing cement improves hydration reaction process SFRC, increases content chemically more stable C-S-H gel, but does not change types products cement. have a filling effect, improving pore structure concrete, which helps enhance study provide theoretical basis application as reinforcing particles cementitious materials.
Язык: Английский
Процитировано
0Construction and Building Materials, Год журнала: 2025, Номер 463, С. 140030 - 140030
Опубликована: Янв. 20, 2025
Язык: Английский
Процитировано
0Journal of Engineering and Applied Science, Год журнала: 2025, Номер 72(1)
Опубликована: Март 29, 2025
Abstract Recycled aggregate (RA) made from construction waste has limited application due to its high porosity, numerous cracks, and other disadvantages such as reduced concrete strength when using aggregate). In this paper, carbonated recycled (CRA) was obtained by carbonating aggregate, natural (NA) in polyurethane mortar (PUM) replaced at different ratios. The physical changes pore structure of RA before after carbonation, the mechanical properties (compressive flexural strength) PUM, three-point bending bond performance were systematically investigated. compactness PUM detected ultrasonic velocity (UPV) test. change mechanism microstructure revealed scanning electron microscopy (SEM). results show that replacement rate is 50%, compressive increased 7.32% 15.83%, respectively, 14.19%, all which are greater than increase a 25%. P with decreased, but generated calcium carbonate carbonation treatment can fill surface pores enhance CRA, test pieces same ratio improved compared those RA.
Язык: Английский
Процитировано
0Journal of Building Engineering, Год журнала: 2025, Номер unknown, С. 112601 - 112601
Опубликована: Апрель 1, 2025
Язык: Английский
Процитировано
0Composite Interfaces, Год журнала: 2025, Номер unknown, С. 1 - 29
Опубликована: Май 10, 2025
Язык: Английский
Процитировано
0Construction and Building Materials, Год журнала: 2025, Номер 487, С. 142044 - 142044
Опубликована: Июнь 6, 2025
Язык: Английский
Процитировано
0Construction and Building Materials, Год журнала: 2024, Номер 457, С. 139271 - 139271
Опубликована: Ноя. 29, 2024
Язык: Английский
Процитировано
0