网页Meanwhile, the outcomes of this study confirmed the applicability of using manufactured sand as a complete replacement for natural sand for the self-compacting SFRC.
Contact网页2012年1月1日This stone presents the investigation results of SFRC with artificial sand as fine aggregate tested in flexure and comparative study of it energy absorption capacity.
Contact网页2020年6月24日Meanwhile, the outcomes of this study confirmed the applicability of using manufactured sand as a complete replacement for natural sand for the self-compacting
Contact网页2021年1月10日Compressive and flexural strengths of SFRC are successfully predicted by machine learning algorithms. Tree-based and boosting models are recommended for
Contact网页2010年10月1日This stone presents the investigation results of SFRC with artificial sand as fine aggregate tested in flexure and comparative study of it energy absorption capacity.
Contact网页2010年2月18日This stone presents the investigation results of SFRC with artificial sand as fine aggregate tested in flexure and comparative study of it energy absorption capacity.
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Contact网页2022年12月1日The first step was to search for and screen available test data to set up an extensive database including the SFRC’s mechanical property and its mix proportions
Contact网页artificial sand as fine aggregate was proved and reported consistent higher results [15]. In the present experimental study the feasibility of artificial sand with crimpled steel fibres
Contact网页This stone presents the study of steel fiber reinforced concrete with artificial sand as fine aggregate. Three matrices with compressive strength 20, 30 and 40 MPa were designed
Contact网页where β f 0 is the rational sand ratio of self-compacting SFRC, β 0 is the sand ratio of reference SCC with the same raw materials and workability, and α β is a fitness parameter. Here, α β = 0.11, as per the fitness test results.
Contact网页2020年6月24日This stone focuses on the mix proportion of self-compacting SFRC, Mix Proportion Design of Self-Compacting SFRC with Manufactured Sand Based on the Steel Fiber Aggregate Skeleton Packing Test Materials (Basel). 2020 Jun 24;13(12):2833. doi: 10.3390/ma13122833.
Contact网页2021年1月10日The influence of the sand-to-aggregate (S/a) ratio on the strengths of SFRC has been considered as an important factor. Kim et al. [38] discovered that as S/a ratio increases to 0.444, 0.515, and 0.615, respectively, the compressive strength of SFRC is also increased, such as 50.13, 52.62, and 54.10 MPa, respectively.
Contact网页2020年1月27日Results showed that rational high filling and passing ability of fresh self-compacting SFRC was ensured by increasing the binder to coarse-aggregate ratio and the sand ratio in the mix proportions; the autogenous and drying shrinkages of hardened self-compacting SFRC reduced by 22.2% to 3.2% and by 18.5% to 7.3% compared to those
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Contact网页2010年2月18日Artificial sand has proved to show consistent higher results in terms of strength and use as a fine aggregate in concrete. Concrete mixes of different grades were prepared with 100% replacement of
Contact网页2022年12月1日(c) Only mixtures manufactured using natural aggregate and untreated water were included. Recycled sand, recycled coarse aggregate or recycled water were excluded because such materials significantly change concrete’s fresh and hardened properties [71]. (d) Only SFRC containing a single type of steel fiber were considered.
Contact网页2023年3月4日Data collection. The SFRC mixes containing hooked ISF and their 28-day CS (tested by 150 mm cubic samples) were collected from the literature 11,13,21,22,23,24,25,26,27,28,29,30,31,32,33.Some of
Contact网页SFRC also helps to reduce the cross-sectional area of the structure and make it a lighter structure. Also, it saves the material. To increase the speed of construction. So that saves time. To reduce shrinkage of concrete. Steel fiber can
Contact网页2022年7月12日The assessment of shear behavior in SFRC beams is a complex problem that depends on several parameters. This research aims to develop an artificial neural network (ANN) model that has six inputs nodes that represent the fiber volume (Vf), fiber factor (F), shear span to depth ratio (a/d), reinforcement ratio (ρ), effective depth (d), and
Contact网页where β f 0 is the rational sand ratio of self-compacting SFRC, β 0 is the sand ratio of reference SCC with the same raw materials and workability, and α β is a fitness parameter. Here, α β = 0.11, as per the fitness test results.
Contact网页2020年6月24日This stone focuses on the mix proportion of self-compacting SFRC, Mix Proportion Design of Self-Compacting SFRC with Manufactured Sand Based on the Steel Fiber Aggregate Skeleton Packing Test Materials (Basel). 2020 Jun 24;13(12):2833. doi: 10.3390/ma13122833.
Contact网页2020年1月27日Results showed that rational high filling and passing ability of fresh self-compacting SFRC was ensured by increasing the binder to coarse-aggregate ratio and the sand ratio in the mix proportions; the autogenous and drying shrinkages of hardened self-compacting SFRC reduced by 22.2% to 3.2% and by 18.5% to 7.3% compared to those
Contact网页Contribute to dinglei2022/en development by creating an account on GitHub.
Contact网页2023年3月4日Data collection. The SFRC mixes containing hooked ISF and their 28-day CS (tested by 150 mm cubic samples) were collected from the literature 11,13,21,22,23,24,25,26,27,28,29,30,31,32,33.Some of
Contact网页2022年12月1日(c) Only mixtures manufactured using natural aggregate and untreated water were included. Recycled sand, recycled coarse aggregate or recycled water were excluded because such materials significantly change concrete’s fresh and hardened properties [71]. (d) Only SFRC containing a single type of steel fiber were considered.
Contact网页2022年11月1日Eleven different ML algorithms were applied to predict the flexural strength and CS of SFRC using the data from previous experimental studies [28]. Similarly, the same algorithms were used to obtain the shear strength of SFRC using a database containing 507 experimental results [29].
Contact网页Guidelines to serve the purpose of SFRC mix design: Coarse aggregates should be limited to 55% of the total aggregate. Water cement ratio of the concrete should be kept below 0.55 (0.35 is recommended). The SFRC should have a minimum cement content of320 kg/m 3. Reasonable sand content of 750 850 kg/m 3 is recommended.
Contact网页2022年7月12日The assessment of shear behavior in SFRC beams is a complex problem that depends on several parameters. This research aims to develop an artificial neural network (ANN) model that has six inputs nodes that represent the fiber volume (Vf), fiber factor (F), shear span to depth ratio (a/d), reinforcement ratio (ρ), effective depth (d), and
Contact网页🕑 Reading time: 1 minuteSteel Fiber Reinforced Concrete (SFRC) Steel fiber reinforced concrete is a composite material having fibers as the additional ingredients, dispersed uniformly at random in small percentages, i.e. between 0.3% and 2.5% by volume in plain concrete. SFRC products are manufactured by adding steel fibers to the ingredients of
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