4.7 Article

Optimizing fresh properties and compressive strength of self-consolidating concrete

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 249, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.118781

Keywords

Self-consolidating concrete SCC; Fly ash; Silica fume; Limestone powder; Fresh properties; Compressive strength; Optimizing; Central composite design CCD; Artificial neural network ANN; Response surface methodology RSM; Analysis of variance ANOVA

Ask authors/readers for more resources

Compared to conventional concrete self-consolidating concrete (SCC) has a higher cost due to the large content of cement, use of mineral fillers, and use of various chemical admixtures, resulting in relatively high material cost. The proper selection of material and mixture proportioning can enable reduction in cement and admixture contents, leading to savings in cost. This study investigates the potential of optimizing fresh properties and 28-day compressive strength of SCC incorporating fly ash (FA), silica fume (SF), and limestone powder (LP) as part of cement by mass in total powder content. The input parameters of mixtures were total powder content (P), percentage of FA, percentage of SF, percentage of LP, water to powder ratio (W/P), and percentage of superplasticizer (SP) whereas slump flow, L-box (H2/H1), segregation index, and 28-day compressive strength were the desirable responses. A total of ninety concrete mixes were designed using central composite design (CCD) concept and checked experimentally using artificial neural network (ANN) in MATLAB. Analysis of variance test (ANOVA) used to establish the mathematical models. Results indicated that fresh characteristics of SCC enhance with the increase in FA percentage while the 28-day strength decreases. Slump flow diameter and L-box (H-2/H-1) ratio decrease with the increase in SF percentage. Nevertheless, the increase in silica fume improves the resistance of SCC to segregation and increases the 28-day strength. Using limestone powder as a replacement of cement content resulting in negative impact on L-box (H2/H1) ratio and 28-day compressive strength while the resistance to segregation enhances. High relations between the responses and the constituent materials of SCC can be developed using response surface methodology (RSM) and the optimum values of variables can be estimated to achieve the desirable properties of responses. (C) 2020 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Engineering, Civil

Synergistic influence of metakaolin and slag cement on the properties of self-compacting fiber-reinforced concrete

Amal Raia, Ahmed Tahwia, Ahmed Hassanin Abdel Raheem, Mohamed Abd Elrahman

Summary: Self-compacting concrete requires a high amount of binder and can use fine materials to replace Portland cement. Research shows that the synergistic effect of metakaolin and ground-granulated blast-furnace slag can improve the properties of concrete, while the incorporation of steel fibers can enhance its mechanical properties.

INNOVATIVE INFRASTRUCTURE SOLUTIONS (2022)

Article Engineering, Civil

Characteristics of sustainable high strength concrete incorporating eco-friendly materials

Ahmed M. Tahwia, Ola El-Far, Mohamed Amin

Summary: This research investigated the effects of silica fume, rice husk ash, and blast furnace slag powder as supplementary cementitious materials on the properties of sustainable high strength concrete. Results showed that silica fume exhibited higher pozzolanic activity, while mixtures with blast furnace slag powder showed better consistency. Optimum levels for partial replacement of cement by silica fume and rice husk ash were found to be 15% and 10%, respectively, with resulting higher compressive strength and mechanical properties compared to control concrete. Utilizing eco-friendly materials as supplementary cementitious materials can lead to economic and environmental benefits in the context of sustainable development.

INNOVATIVE INFRASTRUCTURE SOLUTIONS (2022)

Article Construction & Building Technology

Mechanical properties of affordable and sustainable ultra-high-performance concrete

Ahmed M. Tahwia, Gamal M. Elgendy, Mohamed Amin

Summary: The study aims to develop UHPC mixture proportions using supplementary cementitious materials (SCMs) and eco-efficient material CEM III to enhance sustainability and affordability. By replacing a larger portion of Portland cement with blast furnace cement and utilizing sustainable materials like fly ash and granulated blast furnace slag, the study achieved optimal partial replacements for different materials and obtained affordable and sustainable ultra-high-performance concrete with satisfactory mechanical properties.

CASE STUDIES IN CONSTRUCTION MATERIALS (2022)

Article Materials Science, Ceramics

Characteristics of eco-friendly ultra-high-performance geopolymer concrete incorporating waste materials

Ahmed M. Tahwia, Mohamed Abd Ellatief, Ashraf M. Heneigel, Mohamed Abd Elrahman

Summary: This study evaluated the influence of waste materials on the performance of eco-friendly ultra-high-performance geopolymer concrete (UHPGC) and found that mechanical and microstructural characteristics of UHPGC improved with increasing crushed glass (CG) content. The research demonstrated that waste materials can be successfully used in UHPGC production.

CERAMICS INTERNATIONAL (2022)

Article Construction & Building Technology

Mechanical and light transmittance properties of high-performance translucent concrete

Ahmed M. Tahwia, Nirmen Abdelaziz, Mohamed Samy, Mohamed Amin

Summary: This study investigates the performance of High-Performance Translucent Concrete (HPTC) incorporated with plastic optical fibers (POF), including fresh properties, mechanical properties, and light transmittance. The results show that light transmittance significantly increases with increasing POF volume ratios, while mechanical properties increase with both POF volume ratios and diameters.

CASE STUDIES IN CONSTRUCTION MATERIALS (2022)

Article Green & Sustainable Science & Technology

Integration between Sustainability and Value Engineering in the Production of Eco-Friendly Concrete

Mahmoud M. Albarbary, Ahmed M. Tahwia, Islam Elmasoudi

Summary: The global concrete and construction industry has shifted its priorities towards sustainability, seeking additional cementitious materials to produce value-added products. This study constructs a framework that integrates economic, environmental, and social sustainability through value engineering, emphasizing the benefits of using fly ash as a partial cement replacement. Experimental results from previous studies highlight the unique characteristics of fly ash concrete alternatives and how they can be used to implement sustainable practices with positive financial outcomes.

SUSTAINABILITY (2023)

Article Materials Science, Composites

Chopped Basalt Fiber-Reinforced High-Performance Concrete: An Experimental and Analytical Study

Ahmed M. Tahwia, Khaled A. Helal, Osama Youssf

Summary: This research investigates the effect of chopped basalt fiber on the workability, compressive strength, and impact resistance of high-performance concrete. The results show that adding basalt fiber improves the compressive strength and impact resistance. SEM analysis reveals that basalt fiber accumulates in pores and on the surface of the attached cement, improving the microstructure of the interfacial transition zone (ITZ) and enhancing the strength and ductility of the concrete.

JOURNAL OF COMPOSITES SCIENCE (2023)

Review Green & Sustainable Science & Technology

The Use of Recycled Tire Rubber, Crushed Glass, and Crushed Clay Brick in Lightweight Concrete Production: A Review

Sherif H. Helmy, Ahmed M. Tahwia, Mohamed G. Mahdy, Mohamed Abd Elrahman, Mohammed A. Abed, Osama Youssf

Summary: Globally, recycling waste materials, such as rubber tires, crushed glass, and crushed clay brick, in concrete production has been identified as an effective way to protect the environment. These materials can serve as replacements for traditional aggregates and cement, and contribute to the development of eco-friendly lightweight construction materials. The use of recycled waste materials in concrete has shown significant improvements in various properties of the concrete, including reduced dry density, increased mechanical strength, and enhanced thermal resistance. Furthermore, these waste materials can be utilized for both structural and non-structural applications, such as road engineering, flooring, crash barriers, permeable pavement, interlocking bricks, insulation, filling concrete, and bearing walls.

SUSTAINABILITY (2023)

Article Construction & Building Technology

Experimental and Numerical Study of UHPFRC Continuous Deep Beams with Openings

Ahmed M. Yousef, Ahmed M. Tahwia, Meshal S. Al-Enezi

Summary: Experimental and numerical investigations were conducted to study the performance of UHPFRC continuous deep beams with openings. The test program included seven beams with openings and one solid beam. The position, height, width of the opening, and ratio of transverse reinforcement were the variables. The results showed that the failure mode depended on the position and size of the opening, with shear failure occurring in the diagonal strut between the support and the opening edges. The proposed 3-D numerical model successfully predicted the failure load and performance of the beams.

BUILDINGS (2023)

Article Multidisciplinary Sciences

Experimental and Numerical Investigation for Torsional Behavior of UHPFRC Shallow and Deep Beams

Ahmed M. M. Yousef, Nagat A. A. Marami, Ahmed M. M. Tahwia

Summary: This paper investigates the torsional behavior of UHPFRC shallow and deep beams with a compressive strength of 190.2 MPa through experimental and numerical studies. The experiment results show that increasing the stirrups' spacing has a minimal effect on the ultimate torsional strength of the beams. It is found that the torsional web reinforcement ratio can be safely taken to be 40% of the minimum required value, and the maximum stirrups spacing can be determined by the lesser of twice the beam width or 300 mm. The cracking strength equation used in current codes is modified to account for the L/h ratio and steel fibers content.

ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING (2023)

Article Green & Sustainable Science & Technology

Mechanical and Thermal Properties of Sustainable Low-Heat High-Performance Concrete

Hager Elmahdy, Ahmed M. Tahwia, Islam Elmasoudi, Osama Youssf

Summary: This research explores the potential use of blast furnace cement and fly ash in low-heat high-performance concrete (LHHPC) through experimentation. The characteristics of LHHPC, including mechanical and micro-structural properties, were investigated. The results show that 40% fly ash as a partial replacement of blast furnace cement reduces the heat of hydration in LHHPC and exhibits low thermal conductivity and constant compressive strength.

SUSTAINABILITY (2023)

Article Construction & Building Technology

Modified particle packing approach for optimizing waste marble powder as a cement substitute in high-performance concrete

Ahmed Essam, Sahar A. Mostafa, Mehran Khan, Ahmed M. Tahwia

Summary: This study explores the potential of utilizing waste marble powder (WMP) instead of cement to develop environmentally friendly high-performance concrete (Eco-HPC). It optimizes the mixture ratios and predicts the mechanical properties and water absorption of Eco-HPC blends using particle packing models and artificial neural networks. The results show that substituting cement with WMP leads to denser microstructures and improved mechanical properties.

CONSTRUCTION AND BUILDING MATERIALS (2023)

Article Engineering, Civil

Effect of environmentally friendly materials on steel corrosion resistance of sustainable UHPC in marine environment

Ahmed M. Tahwia, Gamal M. Elgendy, Mohamed Amin

Summary: This study investigates the impact of improving the resistance of sustainable ultra-high performance concrete on steel reinforcement corrosion. By incorporating materials such as blast furnace cement, fly ash, and slag cement, the compressive strength and corrosion resistance of the concrete can be enhanced.

STRUCTURAL ENGINEERING AND MECHANICS (2022)

Article Construction & Building Technology

Prediction and Optimization of Self-Consolidating Concrete Properties

Walid E. Elemam, Ahmed H. Abdelraheem, Mohamed G. Mandy, Ahmed M. Tahwia

Summary: This investigation focuses on predicting and optimizing the total powder content of self-consolidating concrete. The study shows that the relationship between the responses and the constituent materials can be used to predict the characteristics of SCC, reducing repetitive laboratory testing and enabling quick decision-making for building applications. The results also indicate that the slump flow increases with the increase in certain parameters, and the partial replacement of cement by FA decreases the compressive strength at early ages.

ACI MATERIALS JOURNAL (2022)

Article Management

Prediction of simulated cost contingency for steel reinforcement in building projects: ANN versus regression-based models

Amr M. El-Kholy, Ahmed M. Tahwia, Mai M. Elsayed

Summary: The objective of this research is to develop ANN and RB models to predict the SCC for building projects. The results show that ANN models are more powerful in theoretical modeling, while RB models outperform in practical applications.

INTERNATIONAL JOURNAL OF CONSTRUCTION MANAGEMENT (2022)

Article Construction & Building Technology

Study on the mechanical performance damage in laboratory-simulated periodic salt environment for asphalt concrete

Qi Jiang, Wei Liu, Shaopeng Wu, Xuanwen Gou

Summary: This study analyzes the erosion mechanisms of NaCl solution on asphalt concrete and finds that NaCl solution softens asphalt and promotes the intrusion of crystalline salt into it. Salt crystallization alters the surface roughness of aggregates, resulting in a decrease in skid resistance but an improvement in compressive strength. Additionally, the concentration of NaCl solution initially has no significant impact on the mechanical performance of asphalt concrete, but its domination gradually increases with the intensification of cyclic effects.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Experimental study on tensile behaviors of cracked ultra-high performance concrete under freezing and thawing

Lili Kan, Lan-qing Dai, Ning Kong, Bin Peng, Fei Wang

Summary: This paper investigates the effect of freezing and thawing cycles on the tensile behavior of cracked ultra-high performance concrete (UHPC). The results show that long-term freezing and thawing action deteriorates the cracking strength, tensile strength, tensile strain, and strain energy of cracked UHPC. On the other hand, the action of water generally favors the development of tensile properties of UHPC. The crack distribution tends to be unsaturated under freezing and thawing environment, and the re-hydration reaction is hindered. The pore structure near the crack varies under different environments.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Reuse of by-product gypsum with solid wastes-derived sulfoaluminate cement modification for the preparation of self-leveling mortar and influence mechanism of H3PO4

Xin Xiao, Jingwei Li, Qingke Meng, Xiangshan Hou, Yanhui Liu, Xujiang Wang, Wenlong Wang, Shengtao Lu, Yuzhong Li, Yanpeng Mao, Tong Li

Summary: Preparing gypsum-based self-leveling mortar (GSLM) using beta-hemihydrate gypsum and solid wastes-derived sulfoaluminate cement (WSAC) can improve the mechanical performance of the mortar, but phosphorus impurities can weaken the hydration speed and degree.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Experimental study on the effect of cementation curing time on MICP bio-cemented tailings

Sihang Bao, Junzhen Di, Yanrong Dong, Ziqing Gao, Qing Gu, Yuanfang Zhao, Hongyu Zhai

Summary: Tailings dam break and leakage accidents pose a threat to the safety of people in mining areas and cause severe environmental pollution. This study focuses on solidifying tailing sand using microbial induced calcite precipitation (MICP) to improve strength and fix heavy metals. The curing time of MICP bio-cemented tailings is found to significantly impact the strength of tailings, while its effect on heavy metal fixation is minimal. The optimized MICP curing time is 10 days, resulting in improved strength and cementation of tailings particles.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Multi-scale analysis of the effects of hysteresis on the hydrothermal behaviour of bio-based materials: Application to hemp concrete

Ferhat Benmahiddine, Fares Bennai, Achraf Charaka, Ameur El Amine Hamami, Abdelkader Tahakourt, Rafik Belarbi

Summary: This paper studied the effects of hysteresis on the hygrothermal behavior at the building scale. Through laboratory validation and numerical simulations, it was found that hysteresis has a significant impact on the relative humidity and total heat fluxes in buildings, while it does not have a noticeable effect on temperature variations.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Investigation on strength and deformation properties of lateritic clay

You Gao, Wei He, Xiayang Zhang, De'an Sun, Pei Li

Summary: This study determined the boundary line between the swelling and compression deformation zone in lateritic clay through wetting tests, and proposed a simple bimodal SWRC model. It also found that the existing strength model underestimated the tested values in the medium to high suction range, therefore a segmented strength equation was introduced for enhanced predictions of the strength properties of lateritic clay.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Performance assessment of sustainable biocement mortar incorporated with bacteria-encapsulated cement-coated alginate beads

Prabhath Ranjan Kumar Soda, Asheer Mogal, Kalyan Chakravarthy, Nikhil Thota, Nimish Bandaru, Sanjay Kumar Shukla, K. M. Mini

Summary: This study investigates the use of encapsulated bacteria to improve the self-healing ability of concrete. Through various tests, it is found that using 20% cement-coated alginate beads (CCAB) and 5% nanosilica (NS) can achieve optimal strength and healing. This research is significant for enhancing the durability of concrete.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Development of photothermal-heat storage concrete incorporating super absorbent polymer

Shizhe Wang, Haiping Wu, Wen Yang, Wei Wang, Zhibo Zhu, Kun Nie, Luoxin Wang, Hua Wang, Jing Wu

Summary: In this study, photothermal-heat storage concrete (PHSC) was developed with excellent photothermal conversion performance and heat storage capacity. By absorbing and storing solar energy during the day and releasing it at night, PHSC can effectively reduce energy consumption in buildings.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Investigating temperature change rate and pore confinement effect on thermal properties of phase change materials for de-icing and low-temperature applications in cementitious composites

Robin Deb, Jialuo He, Geetika Mishra, Yaghoob (Amir) Farnam

Summary: Incorporation techniques of phase change materials in cementitious composites have a significant influence on thermal properties. This study investigated the thermal behavior of low-temperature PCM when subjected to varying temperature change rates and pore confinement inside the porous network of lightweight aggregates. The results showed that ramp rates affect the nucleation and crystallization growth process during the phase transition, and the pore structure of the aggregates affects the supercooling phenomenon and confinement pressure of the PCM.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Fatigue life of plain concrete subjected to low frequency uniaxial stress reversal loading

Eduardo Ferreira, Payam Sotoudeh, Dagmar Svecova

Summary: This study investigates the fatigue behavior of concrete under different stress reversal conditions. The results indicate that stress reversal generally causes more severe damage and reduces the cycles to failure compared to tensile fatigue. Additionally, adding some level of compression contributes to the energy required for failure under stress reversal fatigue. Specimens with higher concentration of fractured aggregates achieve longer fatigue lives.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Development of rendering mortar from granite cutting waste and impact of accelerated aging environment on its adhesive strength

Mag Raj Gehlot, Sandeep Shrivastava

Summary: This study evaluates the compatibility relationship between plaster bonds and the substrate under an accelerated aging environment, and finds that incorporating an appropriate amount of granite cutting waste can improve the strength parameters and adhesion of the cement mortar.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Bond behavior between carbon fabric reinforced cementitious matrix (FRCM) composites with added short fibers and concrete substrates

Min Zhang, Qirui Luo, Mingke Deng, Shixing Zhao

Summary: This study investigated the bond behavior between carbon FRCM composites with added short fibers and concrete substrates. The effects of different factors were considered and 36 specimens were tested and discussed. The experimental results were analyzed in terms of failure mode, load-slip curve, and characteristic parameters, and the contribution of weft yarns was taken into account in the developed bondslip model.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Effects of heat-treatment on physical and mechanical properties of limestone

Dengkai Liu, Hongniao Chen, Ray Kai Leung Su

Summary: The susceptibility of building stones to fire and high temperature was investigated in this study by examining their physical and mechanical properties. The results show that both compressive and tensile properties of stones are affected by temperature changes. The tensile strength is particularly sensitive to temperature changes, requiring special attention to the components subjected to tensile stress in stone buildings. Principal component analysis was used to predict the mechanical properties of stones, providing a new method for calculating the residual mechanical properties after high temperature or fire.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

A novel roughness parameter for more precise estimation of the shear strength of concrete-to-concrete interfaces

Joso Maria Raposo, Eduardo Cavaco, Luis Costa Neves, Eduardo Julio

Summary: This paper investigates the correlation between the friction coefficient and the surface roughness of concrete-to-concrete interfaces. Experimental tests were performed on specimens with different surface treatments, and the surface roughness parameters were analyzed and correlated with the shear strength and friction coefficient. The results showed that certain roughness parameters had a strong positive correlation with the friction coefficient, while others had little or no correlation. A novel combined roughness parameter with optimized correlation was proposed.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Recent advances and perspectives in circular bio-binder extender to substitute part of the fossil based binder in asphalt mixture

Chiara Riccardi, Massimo Losa

Summary: The interest in using bio materials in asphalt pavements is growing due to economic reasons and environmental benefits. This study aimed to review the use of bio extenders as additives in binders, with a focus on replacements greater than 20% of fossil binder. The properties of bio-extended binders were found to vary substantially depending on the biomass source and production process.

CONSTRUCTION AND BUILDING MATERIALS (2024)