Mechanics of Advanced Materials and Structures, Год журнала: 2024, Номер unknown, С. 1 - 21
Опубликована: Сен. 16, 2024
Язык: Английский
Mechanics of Advanced Materials and Structures, Год журнала: 2024, Номер unknown, С. 1 - 21
Опубликована: Сен. 16, 2024
Язык: Английский
Journal of Materials Science, Год журнала: 2025, Номер 60(7), С. 3227 - 3252
Опубликована: Фев. 1, 2025
Язык: Английский
Процитировано
2Construction and Building Materials, Год журнала: 2024, Номер 441, С. 137597 - 137597
Опубликована: Июль 26, 2024
Язык: Английский
Процитировано
13Journal of Building Engineering, Год журнала: 2024, Номер 96, С. 110556 - 110556
Опубликована: Авг. 24, 2024
Язык: Английский
Процитировано
11Anti-Corrosion Methods and Materials, Год журнала: 2024, Номер 71(5), С. 562 - 579
Опубликована: Июнь 28, 2024
Purpose The purpose of this study is to assess the incorporation fiber reinforced polymer (FRP) bars in concrete as a reinforcement enhances corrosion resistance structure. However, FRP are not practically used due lack standard codes. Various codes, including ACI-440-17 and CSA S806-12, have been established provide guidelines for reinforcement. application these codes may result over-reinforcement. Therefore, research presents use machine learning approach predict accurate flexural strength beams with 408 experimental results. Design/methodology/approach In research, input parameters width beam, effective depth compressive strength, bar elastic modulus tensile strength. Three algorithms, namely, gene expression programming, multi-expression programming artificial neural networks, developed. accuracy developed models was judged by R 2 , root means squared mean absolute error. Finally, conducts prismatic analysis considering different parameters. percentage bottom Findings networks model most prediction (99%), lowest error (2.66) (1.38). addition, SHapley Additive exPlanation depicts that influential beam. findings recommend special attention should be given Originality/value Previous studies revealed significantly influenced factors such beam width, depth, bars’ substantial database comprising results considered compiled, simple reliable proposed. compared traditional it can noted much more than
Язык: Английский
Процитировано
8Construction and Building Materials, Год журнала: 2024, Номер 441, С. 137532 - 137532
Опубликована: Июль 24, 2024
Язык: Английский
Процитировано
7Scientific Reports, Год журнала: 2024, Номер 14(1)
Опубликована: Авг. 26, 2024
This research study is performed on the self-compacting geopolymer concrete (SCGC) combining coal bottom ash (CBA) and metakaolin (MK) as a substitution for GGBFS alone combined analysing fresh properties (slump flow, V-Funnel, T50 flow), mechanical characteristics (compressive, splitting tensile flexural strengths) durability tests (permeability sulfate attack test). Though, total 195 SCGC samples were made tested 28 days. It has been revealed that consumption of CBA MK combine in production decreased workability while are enhanced by utilizing up to 10%. In addition, compressive, strengths calculated 59.40 MPa, 5.68 6.12 MPa using 5CBA5MK after days correspondingly. Furthermore, permeability growing quantity weight jointly Besides, minimum change length specimen recorded 0.062 mm at 7.5MK7.5CBA maximum 0.11 10CBA10MK 180 embodied carbon reduce addition it getting higher when accumulation or with SCGC. response models prediction constructed confirmed ANOVA an accuracy rate 95%. The models' R
Язык: Английский
Процитировано
7Cement and Concrete Composites, Год журнала: 2024, Номер 152, С. 105669 - 105669
Опубликована: Сен. 1, 2024
Язык: Английский
Процитировано
5Scientific Reports, Год журнала: 2024, Номер 14(1)
Опубликована: Авг. 5, 2024
Brittle shear failure of beam-column joints, especially during seismic events poses a significant threat to structural integrity. This study investigates the potential steel fiber reinforced concrete (SFRC) in joint core enhance ductility and overcome construction challenges associated with traditional reinforcement. A non-linear finite element analysis (NLFEA) using ABAQUS software was conducted simulate behavior SFRC joints subjected cyclic loading. Ten simulated specimens were analyzed discern impact varying volume fraction aspect ratio on performance. Key findings reveal that 2% fibers significantly improves post-cracking by promoting ductile failure, thereby increasing toughness. While variations showed minimal load capacity, long thin effectively bridge cracks, delaying their propagation. Furthermore, content resulted higher peak-to-peak stiffness. research suggests strategically incorporating can promote toughness, reduce complexities eliminating need for congested hoops. Overall, developed NLFEA model proves be valuable tool investigating design parameters under
Язык: Английский
Процитировано
5Construction and Building Materials, Год журнала: 2024, Номер 436, С. 137008 - 137008
Опубликована: Июнь 10, 2024
Язык: Английский
Процитировано
4Journal of Building Engineering, Год журнала: 2024, Номер 96, С. 110378 - 110378
Опубликована: Авг. 8, 2024
Язык: Английский
Процитировано
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