yu zhang

Mr. yu zhang


Research Focus & Metrics

Academic Career Length

5Years (2022-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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26 June 2022 in Cement and Concrete Composites
Verified
Journal Article
Open access
YZyu zhang
yu zhang
OÇOğuzhan Çopuroğlu
Oğuzhan Çopuroğlu

16 September 2022 in Cement and Concrete Composites
Verified
Journal Article
Open access
YZyu zhang
yu zhang
MLMinfei Liang
Minfei Liang
YGYidong Gan
Yidong Gan
OÇOğuzhan Çopuroğlu
Oğuzhan Çopuroğlu

22 February 2023 in Construction and Building Materials
Verified
Journal Article
Open access
YU CHENYU CHEN
YU CHEN
MLMinfei Liang
Minfei Liang
YZyu zhang
yu zhang
ZLzhenming li
zhenming li
Branko ŠavijaBranko Šavija
Branko Šavija
OÇOğuzhan Çopuroğlu
Oğuzhan Çopuroğlu

15 January 2024 in Buildings
Verified
Journal Article
Open access
PDF file
LFLichao Feng
Lichao Feng
SYShengjie Yi
Shengjie Yi
Shuyuan ZhaoShuyuan Zhao
Shuyuan Zhao
QZQiucheng Zhong
Qiucheng Zhong
FRFeirong Ren
Feirong Ren
NCNA CUI
NA CUI
Recycling aluminosilicate-based solid wastes is imperative to realize the sustainable development of constructions. By using alkali activation technology, aluminosilicate-based solid wastes, such as furnace slag, fly ash, red mud, and most of the bio-ashes, can be turned into alternative binder materials to Portland cement to reduce the carbon footprint of the construction and maintenance activities of concrete structures. In this paper, the chemistry involved in the formation of alkali-activated materials (AAMs) and the influential factors of their properties are briefly reviewed. The commonly used methods, including X-ray diffraction (XRD), scanning electron microscopy (SEM), thermogravimetric analysis (TG), nuclear magnetic resonance spectroscopy (NMR), and X-ray pair distribution function technology, to characterize the microstructure of AAMs are introduced. Typical characterization results of AAMs are shown and the limitations of each method are discussed. The main challenges, such as shrinkage, creep, efflorescence, carbonation, alkali–silica reaction, and chloride ingress, to conquer for a wider application of AAMs are reviewed. It is shown that several performances of AAMs under certain circumstances seem to be less satisfactory than traditional portland cement systems. Existing strategies to improve these performances are reviewed, and recommendations for future studies are given.

8 August 2023 in Construction and Building Materials
Verified
Journal Article
Open access
MLMinfei Liang
Minfei Liang
YZyu zhang
yu zhang
SHShan He
Shan He
YU CHENYU CHEN
YU CHEN
Erik SchlangenErik Schlangen
Erik Schlangen
Branko ŠavijaBranko Šavija
Branko Šavija

13 September 2022 in Materials
Verified
Journal Article
Open access
PDF file
YZyu zhang
yu zhang
MLMinfei Liang
Minfei Liang
YGYidong Gan
Yidong Gan
Oguzhan CopurogluOguzhan Copuroglu
Oguzhan Copuroglu
Slag rim mainly consists of secondary precipitations such as C–S–H gel phase and hydrotalcite-like phase, which originate from the hydration of slag. In this paper, the micro-mechanical properties of slag rim were characterized by nanoindentation in combination with SEM. It was found that, compared to the C–S–H gel phase, slag rim showed about a 15 GPa higher modulus of elasticity. At the early age, slag cement paste mainly consisted of low-density C–S–H gel phase, high-density C–S–H gel phase, and unhydrated slag particles, as well as calcium hydroxide based on the results of nanoindentation; at the later age, the system contained C–S–H gel phase, slag rim (a mixture of C–S–H gel phase and hydrotalcite-like phase), and unhydrated slag particles.