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Special Issue "Microstructure, Characteristics, and Failure Behaviors of Cementitious Composites"

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A special issue of Materials (ISSN 1996-1944). This special issue belongs to the section "Construction and Building Materials".

Deadline for manuscript submissions: 10 March 2024 | Viewed by 3182

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Special Issue Editors

Dr. Yuan Gao
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Guest Editor

School of Transportation and Civil Engineering, Nantong University, Nantong 226019, China
Interests: cementitious composites; grouting engineering; nano-reinforcement

Dr. Junlin Lin

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Guest Editor

School of Materials Science and Engineering, Southeast University, Nanjing, China
Interests: cementitious composites; nano-reinforcement; machine learning

Dr. Xupei Yao

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Guest Editor

Yellow River Laboratory, Zhengzhou University, Zhengzhou, China
Interests: cementitious nanocomposites; fiber-reinforced concrete; microstructures

Special Issue Information

Dear Colleagues,

The microstructural properties and failure behaviors of cementitious composites provide essential information about the underlying causes of their mechanical performance and durability. A systematic understanding of the microstructure and failure behaviors of cementitious composites can assist not only in better analyzing their mechanics and durability, but also in optimizing materials during fabrication processes. Many advanced technologies are currently applied to characterizing the microstructure and failure behaviors of cement-based materials, including X-ray diffraction (XRD), scanning electron microscopy (SEM), mercury intrusion measurement (MIP), energy-dispersive X-ray spectroscopy (EDS), acoustic emission (AE) and digital photography. These methods have the potential to enable better investigation and assist in the manufacturing of high-performance cementitious composites. This Special Issue covers the microstructural and failure behavior characterization of cementitious composites, as well as investigation of their mechanical properties, permeability and durability. We expect that the publication of this Special Issue will provide useful information for future studies on cementitious composite design.

Dr. Yuan Gao
Dr. Junlin Lin
Dr. Xupei Yao
Guest Editors

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Keywords

microstructural properties
characterization
failure performance
mechanical behavior
durability
cementitious composites

Published Papers (6 papers)

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Research

Open AccessArticle

Influence of Nano-SiO₂ Content on Cement Paste and the Interfacial Transition Zone

and

Materials 2023, 16(18), 6310; https://doi.org/10.3390/ma16186310 - 20 Sep 2023

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Abstract

Nano-SiO₂ (NS) is widely used in cement-based materials due to its excellent physical properties. To study the influence of NS content on a cement paste and the interfacial transition zone (ITZ), cement paste samples containing nano content ranging from 0 to 2% (by weight of cement) were prepared, and digital image correlation (DIC) technology was applied to test the mechanical properties. Finally, the optimal NS content was obtained with statistical analysis. The mini-slump cone test showed that, with the help of superplasticizer and ultrasonic treatment, the flowability decreased continuously, as the NS content increased. The DIC experimental results showed that NS could effectively improve the mechanical properties of the cement paste and the ITZ. Specifically, at the content level of 1%, the elastic modulus of cement paste and ITZ was 20.95 GPa and 3.20 GPa, respectively. When compared to that without nanomaterials, the increased amplitude was 73.50% and 90.50%, respectively. However, with the further increase in NS content, the mechanical properties decreased, which was mainly caused by the agglomeration of nanomaterials. Additionally, the NS content did not exhibit a significant effect on the thickness of the ITZ, and its value was maintained at 76.91–91.38 μm. SEM confirmed that NS would enhance the microstructure of both cement paste and ITZ. Full article

(This article belongs to the Special Issue Microstructure, Characteristics, and Failure Behaviors of Cementitious Composites)

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Open AccessArticle

Influence of the Graphene Oxide on the Pore-Throat Connection of Cement Waste Rock Backfill

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Materials 2023, 16(14), 4953; https://doi.org/10.3390/ma16144953 - 11 Jul 2023

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Abstract

The pore-throat characteristics significantly affect the consolidated properties, such as the mechanical and permeability-related performance of the cementitious composites. By virtue of the nucleation and pore-infilling effects, graphene oxide (GO) has been proven as a great additive in reinforcing cement-based materials. However, the quantitative characterization reports of GO on the pore-throat connection are limited. This study applied advanced metal intrusion and backscattered electron (BSE) microscopy scanning technology to investigate the pore-throat connection characteristics of the cement waste rock backfill (CWRB) specimens before and after GO modification. The results show that the microscopic pore structure of CWRB is significantly improved by the GO nanosheets, manifested by a decrease in the total porosity up to 31.2%. With the assistance of the GO, the transfer among internal pores is from large equivalent pore size distribution to small equivalent pore size distribution. The fitting relationship between strength enhancement and pore reinforcement efficiency under different pore-throat characteristics reveals that the 1.70 μm pore-throat owns the highest correlation in the CWRB specimens, implying apply GO nanosheets to optimizing the pore-throat under this interval is most efficient. Overall, this research broadens our understanding of the pore-throat connection characteristics of CWRB and stimulates the potential application of GO in enhancing the mechanical properties and microstructure of CWRB. Full article

(This article belongs to the Special Issue Microstructure, Characteristics, and Failure Behaviors of Cementitious Composites)

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Open AccessEditor’s ChoiceArticle

The Constituent Phases and Micromechanical Properties of Steel Corrosion Layers Generated by Hyperbaric-Oxygen Accelerated Corrosion Test

Baozhen Jiang

Kotaro Doi

and

Koichi Tsuchiya

Materials 2023, 16(13), 4521; https://doi.org/10.3390/ma16134521 - 22 Jun 2023

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Abstract

Hyperbaric oxygen-accelerated corrosion testing (HOACT) is a newly developed method to study in the labor the corrosion behavior of steel bars in concrete. This work aimed to intensively investigate the mechanical properties and microstructures of HOACT-generated corrosion products by means of nano-indentation tests, Raman micro-spectrometry, and scanning electron microscopy. The local elastic modulus and nanohardness varied over wide ranges of 6.8–75.2 GPa and 0.38–4.44 GPa, respectively. Goethite, lepidocrocite, maghemite, magnetite, and akageneite phases were identified in the corrosion products. Most regions of the rust layer were composed of a complex and heterogeneous mix of different phases, while some regions were composed of maghemite or akageneite only. The relationship between the micromechanical properties and typical microstructural features is finally discussed at the micro-scale level. It was found that the porosity of corrosion products can significantly influence their micromechanical properties. Full article

(This article belongs to the Special Issue Microstructure, Characteristics, and Failure Behaviors of Cementitious Composites)

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Open AccessArticle

Development and Preliminary Application of Temperature Stress Test Machine for Cast-in-Place Inner Shaft Lining

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Materials 2023, 16(12), 4351; https://doi.org/10.3390/ma16124351 - 13 Jun 2023

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Abstract

Over the past 20 years, as the depth and diameter of shaft lines increased in China, the cracking and water leakage of the inner walls of frozen shafts have become increasingly severe, resulting in significant safety threats and economic losses. Understanding the stress variation patterns of cast-in-place inner walls under the combined effects of temperature and constraint during construction is a prerequisite for evaluating the crack resistance performance of inner walls and preventing water leakage in frozen shafts. The temperature stress testing machine is an important instrument for studying the early-age crack resistance performance of concrete materials under the combined effects of temperature and constraint. However, existing testing machines have shortcomings in terms of applicable specimen cross-sectional shapes, temperature control methods for concrete structures, and axial loading capacity. In this paper, a novel temperature stress testing machine suitable for the inner wall structure shape, capable of simulating the hydration heat of the inner walls, was developed. Then, a reduced-scale model of the inner wall according to similarity criteria was manufactured indoors. Finally, preliminary investigations of the temperature, strain, and stress variations of the inner wall under 100% end constraint conditions were conducted by simulating the actual hydration heating and cooling process of the inner walls. Results show that the hydration heating and cooling process of the inner wall can be accurately simulated. After approximately 69 h of concrete casting, the accumulated relative displacement and strain of the end-constrained inner wall model were −244.2 mm and 187.8 με, respectively. The end constraint force of the model increased to a maximum value of 1.7 MPa and then rapidly unloaded, causing the model concrete to crack in tension. The temperature stress testing method presented in this paper provides a reference for scientifically formulating technical approaches to prevent cracking in cast-in-place concrete inner walls. Full article

(This article belongs to the Special Issue Microstructure, Characteristics, and Failure Behaviors of Cementitious Composites)

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Open AccessArticle

Analysis of the Effect of Protective Properties of Concretes with Similar Composition on the Corrosion Rate of Reinforcing Steel Induced by Chloride Ions

Zofia Szweda

Justyna Kuziak

Liwia Sozańska-Jędrasik

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Dominik Czachura

Materials 2023, 16(10), 3889; https://doi.org/10.3390/ma16103889 - 22 May 2023

Viewed by 571

Abstract

This study presents a comparison of the protective properties of three concretes of similar composition on the effect of chloride ions. To determine these properties, the values of the diffusion and migration coefficients of chloride ions in concrete were determined using both standard methods and the thermodynamic ion migration model. We tested a comprehensive method for checking the protective properties of concrete against chlorides. This method can not only be used in various concretes, even those with only small differences in composition, but also in concretes with various types of admixtures and additives, such as PVA fibers. The research was carried out to address the needs of a manufacturer of prefabricated concrete foundations. The aim was to find a cheap and effective method of sealing the concrete produced by the manufacturer in order to carry out projects in coastal areas. Earlier diffusion studies showed good performance when replacing ordinary CEM I cement with metallurgical cement. The corrosion rates of the reinforcing steel in these concretes were also compared using the following electrochemical methods: linear polarization and impedance spectroscopy. The porosities of these concretes, determined using X-ray computed tomography for pore-related characterization, were also compared. Changes in the phase composition of corrosion products occurring in the steel–concrete contact zone were compared using scanning electron microscopy with a micro-area chemical analysis capability, in addition to X-ray microdiffraction, to study the microstructure changes. Concrete with CEM III cement was the most resistant to chloride ingress and therefore provided the longest period of protection against chloride-initiated corrosion. The least resistant was concrete with CEM I, for which, after two 7-day cycles of chloride migration in the electric field, steel corrosion started. The additional use of a sealing admixture can cause a local increase in the volume of pores in the concrete, and at the same time, a local weakening of the concrete structure. Concrete with CEM I was characterized as having the highest porosity at 140.537 pores, whereas concrete with CEM III (characterized by lower porosity) had 123.015 pores. Concrete with sealing admixture, with the same open porosity, had the highest number of pores, at 174.880. According to the findings of this study, and using a computed tomography method, concrete with CEM III showed the most uniform distribution of pores of different volumes, and had the lowest total number of pores. Full article

(This article belongs to the Special Issue Microstructure, Characteristics, and Failure Behaviors of Cementitious Composites)

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Open AccessArticle

Shear Damage Simulations of Rock Masses Containing Fissure-Holes Using an Improved SPH Method

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Materials 2023, 16(7), 2640; https://doi.org/10.3390/ma16072640 - 27 Mar 2023

Viewed by 583

Abstract

Fissures and holes widely exist in rock mechanics engineering, and, at present, their failure mechanisms under complex compress and shear stress states have not been well recognized. In our work, a fracture mark, ξ, is introduced, and the kernel function of the smoothed-particle hydrodynamics (SPH) is then re-written, thus realizing the fracture modelling of the rock media. Then, the numerical models containing the fissures and holes are established, and their progressive failure processes under the compress and shear stress states are simulated, with the results showing that: (1) the improved SPH method can reflect the dynamic crack propagation processes of the rock masses, and the numerical results are in good agreement with the previous experimental results. Meanwhile, the improved SPH method can get rid of the traditional mesh re-division problems, which can be well-applied to rock failure modeling; (2) the hole shapes, fissure angles, fissure lengths, fissure numbers, and confining pressure all have great impacts on the final failure modes and peak strengths of the model; and (3) in practical engineering, the rock masses are in the 3D stress state, therefore, developing a high performance 3D SPH program and applying it to engineering in practice will be of great significance. Full article

(This article belongs to the Special Issue Microstructure, Characteristics, and Failure Behaviors of Cementitious Composites)

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