☆ 4.6 Review

The Time Variation Law of Concrete Compressive Strength: A Review

APPLIED SCIENCES-BASEL (2023)

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Article Chemistry, Physical

Long-Term Performance of Concrete Made with Different Types of Cement under Severe Sulfate Exposure

Ahmed M. M. Tahwia et al.

Summary: This research investigated the effect of different types of cement on the sulfate resistance of concrete. It was found that blast furnace cement (BFC) had the best resistance to sulfate attack and that controlling the quality of concrete, specifically its permeability, was the best protection against sulfate attack.

MATERIALS (2023)

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Review Construction & Building Technology

A review of concrete properties under the combined effect of fatigue and corrosion from a material perspective

Dongyun Liu et al.

Summary: This paper reviews the performance degradation of concrete under the combined action of fatigue loading and corrosion, including carbonation, chloride ion attack, freeze-thaw cycles, and sulphate attack. The paper includes a description of a test method, a summary of performance degradation, and an introduction to durability deterioration models and fatigue models. Potential future research on concrete under the combined effect of fatigue loading and corrosion is described.

CONSTRUCTION AND BUILDING MATERIALS (2023)

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Review Construction & Building Technology

A review on the deterioration of mechanical and durability performance of marine-concrete under the scouring action

Danan Ma et al.

Summary: This paper reviews the deterioration mechanism of marine concrete under the combined impacts of scouring and other marine-environment multi-factors. It finds that chemical action has both positive and negative impacts on marine concrete when subjected to scouring, while physical action exacerbates scouring and erosion damage to the marine concrete, and both interact with each other. In addition, the physical and mechanical performance of marine concrete under scouring action is investigated and analyzed, as well as deterioration indexes of marine concrete under multi-factors coupled action. The type and concentration of chemical solution, temperature, flow rate, and load-stress ratio are related to the mechanical performances of marine concrete. The addition of nanoparticles and fibers, the application of admixtures, and other improvement methods to mitigate the durability deterioration of marine concrete are generally summarized.

JOURNAL OF BUILDING ENGINEERING (2023)

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Review Construction & Building Technology

Deterioration of concrete under the coupling effects of freeze-thaw cycles and other actions: A review

Ruijun Wang et al.

Summary: The coupling action between freeze-thaw (FT) cycles and chemical actions is a significant cause of concrete deterioration, with the combination of different degradation processes potentially resulting in more severe damage. Chemical actions have both positive and negative effects on FT cycles, while physical actions only exacerbate FT damage in synergy.

CONSTRUCTION AND BUILDING MATERIALS (2022)

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Article Materials Science, Multidisciplinary

Research into Carbon Dioxide Curing's Effects on the Properties of Reactive Powder Concrete with Assembly Unit of Sulphoaluminate Cement and Ordinary Portland Cement

Hongfei Cao et al.

Summary: Excessive emissions of carbon dioxide can lead to greenhouse effect and ecological imbalance. Effective measures need to be taken to reduce carbon dioxide emissions. In this study, the influence of carbon dioxide curing on the mechanical strength and NaCl freeze-thaw deterioration of reactive powder concrete was investigated. Results showed that the addition of sulphoaluminate cement could improve the mechanical strength at low curing ages, and carbon dioxide curing could effectively enhance the resistance to NaCl freeze-thaw cycles.

COATINGS (2022)

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Article Construction & Building Technology

High-performance concrete strength prediction based on ensemble learning

Qing-Fu Li et al.

Summary: In this study, compressive strength and tensile strength tests were conducted on HPC, and the impact of different additives on strength was analyzed. Four ensemble learning models were used to predict the strength of HPC, with the GBDT model performing the best.

CONSTRUCTION AND BUILDING MATERIALS (2022)

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Article Chemistry, Physical

Concrete Durability after Load Damage and Salt Freeze-Thaw Cycles

Jiguo Zhou et al.

Summary: This study examines the changes in the performance of concrete after initial load damage and salt freezing. It finds that freeze-thaw cycles have a negative impact on the compressive strength of concrete and lead to changes in pore characteristics. The presence of salt solutions exacerbates these effects and reduces the permeability resistance of the concrete.

MATERIALS (2022)

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Article Chemistry, Physical

Experimental Evaluation of the Concrete Damage and Pore Characteristics under Salt-Freezing Cycles

Jiguo Zhou et al.

Summary: This study investigates the damage law of cement-concrete under the effects of salt erosion and freeze-thaw cycles. Concrete specimens are subjected to quick salt freezing cycles using NaCl, NaHCO3, and Na2SO4 solutions to simulate saline soil conditions. Compressive strength, mass loss, and dynamic elastic modulus (DEM) are analyzed during the freeze-thaw cycles. Low-field nuclear magnetic resonance (NMR) and scanning electronic microscopy are employed to study the microstructure changes in the concrete specimens. The results show significant increases in loss of compressive strength, mass, DEM, and NMR spectrum signal for concrete specimens undergoing salt freeze-thaw cycles. It is found that the number of internal cracks in the concrete structure increases due to the combined action of salt crystallization, moisture absorption, and freeze-thaw. Changes in the microscopic pore volume correlate with the macro mechanical properties of the concrete. The correlation coefficients between NMR spectrum changes and compressive strength changes suggest that these changes can be used as potential evaluation indexes for salt frozen damage to concrete structures.

MATERIALS (2022)

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Article Chemistry, Physical

Predictive Modeling of Compressive Strength for Concrete at Super Early Age

Xi Peng et al.

Summary: A new prediction model is proposed in this study to accurately analyze the variation of compressive strength of super early age concrete. The innovative aspects of this work include the development of a new mathematical model and a regression analysis method. Comparative study shows that the proposed model outperforms existing models in terms of fitting error, standard deviation, and prediction accuracy.

MATERIALS (2022)

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Article Chemistry, Physical

Predicting the Compressive Strength of the Cement-Fly Ash-Slag Ternary Concrete Using the Firefly Algorithm (FA) and Random Forest (RF) Hybrid Machine-Learning Method

Jiandong Huang et al.

Summary: This study proposes a hybrid machine-learning method using firefly algorithm and random forest to predict the compressive strength of concrete. By building a database and analyzing the correlation of input variables, the hyperparameters of the model were optimized for better prediction results. Experimental results showed that this method can accurately predict the compressive strength of concrete.

MATERIALS (2022)

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Article Construction & Building Technology

Effect of the Cement-to-Water Ratio and Fractal Granular Model on the Prediction of Concretes Compressive Strength

Mhammed Abdeldjalil et al.

Summary: The main objective of this work is to highlight the contribution of the cement-to-water ratio and fractal dimension model to the prediction of concrete compressive strength. The fractal dimension concept provides insights into the fineness and compactness of granular mixtures, while the unconventional fractal granular model effectively correlates the cement-to-water ratio with the compressive strength of concrete. The study involves investigating 99 granular mixtures from literature and analyzing 36 concrete mixtures with different granular compositions. The analytical model shows a strong correlation with experimental values of compressive strength, indicating the importance of including the fractal granular model and cement-to-water ratio when predicting concrete compressive strength. This theoretical approach, validated through real case studies, can guide the selection of key factors for predicting concrete compressive strength.

INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS (2022)

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Article Construction & Building Technology

An experimental study on mechanical and thermal properties of structural lightweight concrete using carbon nanotubes (CNTs) and LECA aggregates after exposure to elevated temperature

Mehran Shahpari et al.

Summary: The effects of elevated temperature on lightweight structural concrete containing Carbon Nanotubes were investigated, showing improvement in mechanical properties and thermal behavior for possible high-temperature applications.

CONSTRUCTION AND BUILDING MATERIALS (2022)

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Article Chemistry, Physical

Data-Based Statistical Analysis of Laboratory Experiments on Concrete Frost Damage and Its Implications on Service Life Prediction

Fuyuan Gong et al.

Summary: To meet durability design requirements for concrete under frost damage, various test standards have been proposed. However, there are significant differences in the quantitative responses of frost resistance derived from tests following different standards. This study presents a statistical analysis to propose a predictable model for calculating a Durability Factor (DF) that is more convenient for engineering applications and takes into account uncertainties and errors in specific tests.

MATERIALS (2022)

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Review Nanoscience & Nanotechnology

Research progress on durability of marine concrete under the combined action of Cl- erosion, carbonation, and dry-wet cycles

Maohua Zhang et al.

Summary: Marine concrete, a construction material increasingly used in marine engineering, faces challenges from aggressive environments and harmful ions. Therefore, improving its durability is crucial. This article discusses the effects of chloride ion erosion, carbonation, and dry-wet cycles on marine concrete and explores the use of fly ash, fibers, and nanomaterials to enhance its resistance. The article also provides insights into future trends in marine concrete development.

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Article Chemistry, Multidisciplinary

Performance Evolution of Recycled Aggregate Concrete under the Coupled Effect of Freeze-Thaw Cycles and Sulfate Attack

Pu Jia et al.

Summary: The high porosity of recycled coarse aggregate limits the application of recycled aggregate concrete in civil engineering. This study experimentally investigated the combined effects of freeze-thaw damage and sulfate attack on the mechanical properties of high-performance recycled aggregate concrete. The results showed that water-exposed freeze-thaw cycles caused more severe deterioration in mass loss, elastic modulus, and compressive strength, while sulfate-exposed freeze-thaw cycles led to significant degradation in splitting tensile strength and fracture energy.

APPLIED SCIENCES-BASEL (2022)

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Article Construction & Building Technology

Compressive Strength Prediction of High-Strength Concrete Using Long Short-Term Memory and Machine Learning Algorithms

Honggen Chen et al.

Summary: In this study, a LSTM model was proposed to predict the compressive strength of high-strength concrete (HSC) and compared with the traditional SVR model. The results showed that the LSTM model had higher prediction accuracy and reliability, and could be used for pre-estimation of concrete compressive strength before laboratory compression tests.

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Article Construction & Building Technology

Data-Driven Compressive Strength Prediction of Fly Ash Concrete Using Ensemble Learner Algorithms

Mohammad Sadegh Barkhordari et al.

Summary: This study compares different ensemble models and super learner models for estimating the compressive strength of fly ash concrete. The results show that the separate stacking model with the random forest meta-learner has the highest accuracy in prediction.

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Article Construction & Building Technology

An experimental study on mechanical and thermal properties of structural lightweight concrete using carbon nanotubes (CNTs) and LECA aggregates after exposure to elevated temperature

Mehran Shahpari et al.

Summary: The study explores the impact of elevated temperatures on lightweight structural concrete containing CNTs and LECA, demonstrating that CNTs can improve the mechanical properties of concrete and reduce thermal conductivity for high-temperature applications.

CONSTRUCTION AND BUILDING MATERIALS (2022)

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Article Engineering, Environmental

Colorful superhydrophobic concrete coating

Kun Xu et al.

Summary: The colorful and robust superhydrophobic concrete (CSC) coating has a water contact angle of 158 +/- 0.5 degrees and a sliding angle of 5 +/- 0.8 degrees. It is composed of cement, sand, water-based stone protector, and dyes for concrete coloring. Its high robustness comes from the high adhesive force between the coating and the substrate, the inherent high hardness of concrete itself, and self-similarity of inside micro-structures. The CSC coating also exhibits excellent chemical durability and weather resistance.

CHEMICAL ENGINEERING JOURNAL (2021)

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Article Construction & Building Technology

Influence of steel fiber on compressive properties of ultra-high performance fiber-reinforced concrete

Jian Yang et al.

Summary: The compressive properties of UHPFRC are greatly affected by the volume fraction and aspect ratio of steel fiber. Steel fiber can enhance the compressive strength and modulus of elasticity of UHPFRC, but it also reduces its flowability, leading to increased porosity and pore size in the hardened material. A prediction model and empirical formulas for compressive strength and modulus of elasticity were proposed and verified through experimental data analysis. A relationship formula between modulus of elasticity and compressive strength of UHPFRC was also established and validated through a global database of tests.

CONSTRUCTION AND BUILDING MATERIALS (2021)

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Article Chemistry, Physical

Freeze-Thaw Resistance and Air-Void Analysis of Concrete with Recycled Glass-Pozzolan Using X-ray Micro-Tomography

Marija Krstic et al.

Summary: This study evaluates the freeze-thaw (FT) resistance of mixtures containing Glass Pozzolan (GP) and characterizes them at both the macro- and microscopic levels. The results show that all samples exhibited minimal deterioration, high FT resistance, and durability factors of over 90%. Various parameters related to FT resistance, air-pressured method measurements, and air void analysis were examined, with advanced techniques like micro-CT scan and mercury intrusion porosimetry (MIP) providing detailed insights into the concrete's performance and pore structure properties.

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Article Construction & Building Technology

Mechanical and durability properties of concrete subjected to early-age freeze-thaw cycles

Dongyun Liu et al.

Summary: Early-age frost damage negatively affects the performance of concrete and reduces the service life of buildings. Early freeze-thaw cycles result in poorer later-age performance, with later-age water-curing unable to completely restore the damage. The incorporation of fly ash reduces freeze-thaw resistance, while the presence of silica fumes has an adverse effect on freeze-thaw resistance in later ages.

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Article Chemistry, Physical

Experimental Study on Mechanical Properties and Pore Structure Deterioration of Concrete under Freeze-Thaw Cycles

Kai Zhang et al.

Summary: This study investigates the degradation law of mechanical properties and damage characteristic of micro-structure of concrete under freezing-thawing cycles. The research results provide reference and experimental support for the anti-frost design theory and durability life prediction of hydraulic concrete structures in cold regions. Experimental results show that the relative dynamic modulus of elasticity, dynamic compressive strength, flexural strength, and splitting tensile strength of concrete decrease with the increase of freeze-thaw cycles.

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Article Multidisciplinary Sciences

Experimental study of the freeze thaw characteristics of expansive soil slope models with different initial moisture contents

Zhongnian Yang et al.

Summary: This paper experimentally investigated the effect of freeze-thaw cycling on expansive soil slopes with different initial moisture contents. The results show that higher moisture contents can slow crack development, while soil pressure increases with decreasing temperature. Additionally, as initial moisture contents increase, the soil heat transfer rate and bearing capacity decrease after five freeze-thaw cycling.

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Compressive Strength of Sustainable Geopolymer Concrete Composites: A State-of-the-Art Review

Hemn Unis Ahmed et al.

Summary: Geopolymer concrete, utilizing industrial or agricultural by-product ashes as binders, has emerged as a sustainable construction material due to environmental issues associated with cement production. Compressive strength of geopolymer concrete is influenced by various parameters such as curing temperature, sodium silicate content, and alkaline solution to binder ratio.

SUSTAINABILITY (2021)

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Microstructure of Portland cement paste subjected to different CO2 concentrations and further water curing

Bao Lu et al.

Summary: This study demonstrates that a high concentration of CO2 increases the content of calcite in CO2-cured cement pastes, which accelerates the hydration of cement clinker. In addition, CO2-cured cement pastes exhibit higher compressive strength and lower porosity.

JOURNAL OF CO2 UTILIZATION (2021)

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Article Materials Science, Multidisciplinary

Study on mechanical properties and air-void structure characteristics of hybrid fiber fly ash concrete under sulfate attack

Jingshuang Zhang et al.

Summary: The study found that adding 10% fly ash could improve the sulfate resistance of concrete. In the later stages of sulfate attack, the corrosion resistance of the concrete weakened, leading to decreased mass loss rate, wave velocity, relative compressive strength, and relative splitting tensile strength. However, the pore structure parameters indicated that fly ash could fill large pores to reduce corrosion damage.

MATERIALS RESEARCH EXPRESS (2021)

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Article Chemistry, Physical

Improvement in the Carbonation Resistance of Construction Mortar with Cane Bagasse Fiber Added

William A. Talavera-Pech et al.

Summary: The study demonstrates that adding sugarcane bagasse fibers to concrete can improve its resistance to carbonation and mechanical properties. FTIR and SEM analysis show the chemical structure and morphology of bagasse fibers in alkaline media, and the addition of bagasse fibers significantly increases the compressive strength of concrete by 5 MPa.

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Impact resistance of steel fiber reinforced concrete in cold temperatures

Rowyda A. Zaki et al.

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Partially-exposed cast-in-situ concrete degradation induced by internal-external sulfate and magnesium multiple coupled attack

Gaowen Zhao et al.

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Feng Xie et al.

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Reliability analysis for the existing reinforced concrete pile corrosion of bridge substructure

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The effect of temperature on strength-porosity relationship for concrete

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Industrially interesting approaches to low-CO2 cements

E Gartner

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Review Engineering, Environmental

A review of accelerated carbonation technology in the treatment of cement-based materials and sequestration of CO2

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Effect of chloride salt, freeze-thaw cycling and externally applied load on the performance of the concrete

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CEMENT AND CONCRETE RESEARCH (2002)

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Assessment of the durability of concrete from its permeation properties: a review

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Cements of yesterday and today -: Concrete of tomorrow

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