4.3 Article

A numerical-statistical approach to determining the representative elementary volume (REV) of cement paste for measuring diffusivity

期刊

MATERIALES DE CONSTRUCCION
卷 60, 期 300, 页码 7-20

出版社

INST CIENCIAS CONSTRUCCION EDUARDO TORROJA
DOI: 10.3989/mc.2010.60810

关键词

representative elementary volume (REV); cement paste; diffusivity; microstructure; HYMOSTRUC3D

资金

  1. China Scholarship Council (CSC)

向作者/读者索取更多资源

Concrete diffusivity is a function of its microstructure on many scales, ranging from nanometres to millimetres. Multi-scale techniques are therefore needed to model this parameter. Representative elementary volume (REV), in conjunction with the homogenization principle, is one of the most common multi-scale approaches. This study aimed to establish a procedure for establishing the REV required to determine cement paste diffusivity based on a three-step, numerical-statistical approach. First, several series of 3D cement paste microstructures were generated with HYMOSTRUC3D, a cement hydration and microstructure model, for different volumes of cement paste and w/c ratios ranging from 0.30 to 0.60. Second, the finite element method was used to simulate the diffusion of tritiated water through these microstructures. Effective cement paste diffusivity values for different REVs were obtained by applying Fick's law. Finally, statistical analysis was used to find the fluctuation in effective diffusivity with cement paste volume, from which the REV was then determined. The conclusion drawn was that the REV for measuring diffusivity in cement paste is 100x100x100 mu m(3). representative for

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.3
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Review Construction & Building Technology

Engineered geopolymer composites: A state-of-the-art review

Hui Zhong, Mingzhong Zhang

Summary: This paper presents a comprehensive review of the recent advances in engineered geopolymer composites (EGC), discussing the effects of different material composition factors on their properties and comparing them with typical engineered cementitious composites (ECC). By modifying the material composition, the tensile behavior of EGC can be tailored, making it a cost-effective and sustainable material for various applications.

CEMENT & CONCRETE COMPOSITES (2023)

Review Construction & Building Technology

Behaviour of alkali-activated concrete at elevated temperatures: A critical review

Wenlin Tu, Mingzhong Zhang

Summary: Alkali-activated concrete (AAC) is an innovative and sustainable construction material that can replace Portland cement concrete. However, AAC is vulnerable to deterioration at elevated temperatures due to thermal incompatibility, pore pressure build-up, and phase transformation. This paper provides a comprehensive review on the behavior of various types of AAC at elevated temperatures, including phase stability, microstructural evolution, and thermal and mechanical performance. Effective strategies for improving the high-temperature resistance of AAC are discussed, with a focus on tackling different damage mechanisms. The paper summarizes recent advances in the field and identifies future research challenges and opportunities.

CEMENT & CONCRETE COMPOSITES (2023)

Review Construction & Building Technology

Effect of limestone on engineering properties of alkali-activated concrete: A review

Choi Lin Chan, Mingzhong Zhang

Summary: Alkali-activated concrete (AAC) is a sustainable alternative to cementitious materials, and its engineering properties can be influenced by the presence of limestone. This review examines the effects of limestone on AAC synthesized from various precursors, and discusses the underlying mechanisms and environmental impact. The findings provide insights for future research and development in this field.

CONSTRUCTION AND BUILDING MATERIALS (2023)

Article Construction & Building Technology

Multi-scale modelling and statistical analysis of heterogeneous characteristics effect on chloride transport properties in concrete

Liang-yu Tong, Qing Xiang Xiong, Mingzhong Zhang, Zhaozheng Meng, Fekri Meftah, Qing-feng Liu

Summary: The chloride transport properties of concrete were comprehensively analyzed in this study by considering the multi-scale microstructural characteristics. A multi-scale predictive model was proposed to predict the diffusivity of bulk cement paste, mortar, and concrete. The diffusivities of each scale were validated against experimental results by considering the hydration process, the presence of sand/interfacial transition zones, and the aggregate shape. By adopting a statistical analysis method, it was found that capillary pores and C-S-H components dominate the diffusivity estimation of bulk cement paste, while the consideration of ITZ and multi-species ions interaction can enhance the prediction accuracy for diffusivities of mortars and chloride penetration depths in concrete. The proposed multi-scale framework provides a new perspective to study chloride penetration in concrete and enhances the understanding of deterioration mechanisms for reinforced concrete structures in complex or marine environments.

CONSTRUCTION AND BUILDING MATERIALS (2023)

Article Construction & Building Technology

Static and dynamic compressive behaviour of 3D printed auxetic lattice reinforced ultra-high performance concrete

Meng Chen, Zegang Chen, Yiwei Xuan, Tong Zhang, Mingzhong Zhang

Summary: This paper presents a systematic experimental study on the static and dynamic compressive behavior of different types of ultra-high performance concrete and steel fiber reinforced UHPC. The results show that re-entrant honeycomb reinforced UHPC has better dynamic compressive behavior at high strain rates compared to other UHPC specimens. The study provides valuable insights for the manufacturing of UHPC with optimal auxetic 3D lattices.

CEMENT & CONCRETE COMPOSITES (2023)

Review Construction & Building Technology

Roles of carbonated recycled fines and aggregates in hydration, microstructure and mechanical properties of concrete: A critical review

Tong Zhang, Meng Chen, Yuting Wang, Mingzhong Zhang

Summary: CO2 mineralisation by recycled concrete is an innovative method to improve the sustainability of concrete products. This review provides a comprehensive overview of the carbonation mechanisms, microstructure, and mechanical properties of concrete containing carbonated recycled concrete fines and aggregates. It highlights the chemistry-microstructure-property relationships and emphasizes the benefits of using carbonated recycled aggregates in enhancing the mechanical properties of concrete. Future research opportunities for developing low-carbon concrete with recycled concrete as a carbon sink are also discussed.

CEMENT & CONCRETE COMPOSITES (2023)

Article Construction & Building Technology

Microstructure-based modelling of chloride diffusivity in non-saturated cement paste accounting for capillary and gel pores

Cheng Liu, Mingzhong Zhang

Summary: This paper presents an integrated framework for modelling chloride diffusivity in non-saturated cement paste considering 3D microstructure, water-gas distribution in pore network and electrical double layer effect. The results show that surface electric potential has a dominant influence on chloride diffusivity in C-S-H pore solution regardless of water saturation level, porosity of C-S-H and chloride concentration of bulk solution. The relative chloride diffusivity in cement paste decreases with decreasing water saturation level, and increases with increasing water-to-cement ratio. The simulation results are in good agreement with experimental data.

CEMENT AND CONCRETE RESEARCH (2023)

Article Construction & Building Technology

Engineering properties of sustainable engineered cementitious composites with recycled tyre polymer fibres

Hui Zhong, Meng Chen, Mingzhong Zhang

Summary: In this study, recycled tyre polymer (RTP) fibres were used to replace a portion of polyvinyl alcohol (PVA) fibres in engineered cementitious composites (ECC). The aim was to develop sustainable ECC with RTP fibres while maintaining engineering properties. Tests showed that the incorporation of RTP fibres improved drying shrinkage resistance but had no positive effect on workability and compressive properties. Strain-hardening behaviour was observed even when 50% of PVA fibres were substituted with RTP fibres. ECC with RTP fibres exhibited a stronger sensitivity under dynamic compression compared to ECC with PVA fibres. The material cost and energy consumption of ECC were reduced when RTP fibres were present, making it a feasible and sustainable option.

CONSTRUCTION AND BUILDING MATERIALS (2023)

Article Construction & Building Technology

Effect of hybrid industrial and recycled steel fibres on static and dynamic mechanical properties of ultra-high performance concrete

Hui Zhong, Meng Chen, Mingzhong Zhang

Summary: The study found that using recycled tyre steel (RTS) fibres to replace industrial steel (IS) fibres can improve the cost-effectiveness and sustainability of ultra-high performance concrete (UHPC). Through experiments, it was discovered that replacing IS fibres with 0.5-2.0% RTS fibres can enhance the flowability, compressive, flexural, and tensile strengths of UHPC, with 0.5% being the most optimal replacement level.

CONSTRUCTION AND BUILDING MATERIALS (2023)

Article Construction & Building Technology

Role of micro fibres in tailoring the specific heat capacity of cementitious composites at elevated temperatures: Experimental characterisation and micromechanical modelling

Tong Zhang, Meng Chen, Zhiguo Yan, Shuhong Wang, Mingzhong Zhang

Summary: The study investigates the influence of micro fibres on the specific heat capacity of cementitious composites at elevated temperatures. The specific heat capacity of cement mortar reinforced with different types of fibres was measured and a multiscale homogenization model was developed to predict the specific heat capacity evolution. The results show that the addition of polypropylene and glass fibres lead to significant changes in specific heat capacity, and the thermal expansion of polymer fibre enhances the specific heat capacity of mortar.

CONSTRUCTION AND BUILDING MATERIALS (2023)

Article Engineering, Civil

Behaviour of structural engineered cementitious composites under dynamic tensile loading and elevated temperatures

Meng Chen, Yuting Wang, Tong Zhang, Mingzhong Zhang

Summary: This study systematically investigates the dynamic splitting tensile properties of polyvinyl alcohol (PVA) fibre reinforced engineered cementitious composites (ECC) exposed to temperatures up to 800 degrees C. Tests were conducted to analyze various properties including weight loss, elastic modulus, tensile properties, splitting tensile behavior, pore pressure, chemical evolution, and microstructural evolution of ECC. The results show that the dynamic splitting tensile properties of ECC increase with increasing strain rate regardless of temperature, and reach maximum values at 105 degrees C due to enhanced fibre-matrix bond and further hydration of fly ash. However, the dynamic tensile properties of ECC decrease at temperatures above 250 degrees C due to melting of PVA fibres, thermally induced microcracks, and dehydration of hydration products. At 800 degrees C, the dynamic splitting tensile strength and dissipated energy of ECC significantly decrease compared to room temperature. Additionally, the main role in resisting dynamic loading in ECC gradually shifts from fibre debonding-elongating action to crack propagation at temperatures above 400 degrees C, leading to a change in failure patterns.

ENGINEERING STRUCTURES (2023)

Article Construction & Building Technology

paper Quasi-static and Dynamic Mechanical Properties of Engineered Geopolymer Composites with Hybrid PVA and Recycled Steel Fibres

Hui Zhong, Yi Wang, Mingzhong Zhang

Summary: This study systematically investigates the effect of hybrid polyvinyl alcohol (PVA) fibres and recycled tyre steel (RTS) fibres on the engineering properties of fly ash-slag based engineered geopolymer composites (EGC). The results show that combining RTS fibres with PVA fibres can effectively enhance the drying shrinkage resistance, tensile strength, and dynamic mechanical properties of EGC. The incorporation of RTS fibres can significantly improve the quasi-static compressive strength and dynamic splitting tensile strength of EGC.

JOURNAL OF ADVANCED CONCRETE TECHNOLOGY (2023)

Article Chemistry, Physical

Understanding Chloride Diffusion Coefficient in Cementitious Materials

Zhiyuan Xu, Guang Ye

Summary: One of the key problems affecting the durability of reinforced concrete structures is chloride-induced corrosion of rebar. This paper clarifies the definition of the chloride diffusion coefficient, discusses the factors influencing diffusion process, and reviews two commonly used natural diffusion test methods. Three typical errors in numerically determining the diffusion coefficients are also highlighted.

MATERIALS (2023)

Article Construction & Building Technology

Enhancing the thermo-mechanical properties of calcium aluminate concrete at elevated temperatures using synergistic flame-retardant polymer fibres

Tong Zhang, Mingzhong Zhang, Qing Chen, Hehua Zhu, Zhiguo Yan

Summary: This paper presents a study on the feasibility of using synergistic flame-retardant polymer (SFRP) fibers to improve the thermo-mechanical properties of calcium aluminate concrete at elevated temperatures. The tests conducted investigated the effect of SFRP fibers and cement type on thermal conductivity, compressive strength, splitting behavior, and microstructural evolutions, and explored the mechanisms for enhancing the thermo-mechanical properties of the concrete. The experimental results indicate that the combined usage of calcium aluminate binders and SFRP fibers can significantly improve the strength-sustaining capacity and prevent explosive spalling of concrete.

CEMENT & CONCRETE COMPOSITES (2023)

Article Construction & Building Technology

Early-age deformation of hydrophobized metakaolin-based geopolymers

Shengqian Ruan, Shikun Chen, Yi Liu, Yajun Zhang, Dongming Yan, Mingzhong Zhang

Summary: This study introduces a new strategy to reduce the early-age shrinkage and achieve hydrophobicity in metakaolin-based geopolymer (MKG) pastes by adding organic admixtures such as polydimethylsiloxane (PDMS) and sodium methylsilicate (SMS). The pore structure, wettability, moisture/water adsorption capacity, and internal moisture distribution were analyzed using various techniques including MIP and LF-NMR. The results showed that the autogenous shrinkage of MKG paste was reduced by 91.2% and 41.6% with the addition of 5% PDMS and replacement with 20% SMS, respectively, and the water contact angle increased to approximately 130 degrees and 140 degrees. The incorporation of organic admixtures significantly reduced moisture adsorption and surface tension of the MKG matrix, leading to the transport of internal water into larger pores and decreasing liquid-vapor meniscus and capillary stress.

CEMENT AND CONCRETE RESEARCH (2023)

暂无数据