Qianqian Wang

Dr. Qianqian Wang

orcid

Research Focus & Metrics

Academic Career Length

6Years (2021-Present)

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

Representative Publications

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14 February 2025 in Cement and Concrete Composites
Verified
Journal Article
Closed access
CZChaowei Zheng
Chaowei Zheng
ZZZuhua Zhang
Zuhua Zhang
YZYingcan Zhu
Yingcan Zhu
QRQiang Ren
Qiang Ren
JPJohn Provis
John Provis
ZJZhengwu Jiang
Zhengwu Jiang

4 February 2024 in Applied Surface Science
Verified
Journal Article
Closed access
QWQianqian Wang
Qianqian Wang
HZHu Zhao
Hu Zhao
ZTZhizong Tian
Zhizong Tian
JZJunying Zhao
Junying Zhao
XSXiaodong Shen
Xiaodong Shen
LLLingchao Lu
Lingchao Lu

12 February 2024 in Applied Surface Science
Verified
Journal Article
Closed access
HLHaoyi Li
Haoyi Li
QWQianqian Wang
Qianqian Wang
HMHegoi Manzano
Hegoi Manzano
XSXiaodong Shen
Xiaodong Shen

21 February 2023 in Materials
Verified
Journal Article
Open access
PDF file
ALAnqun Lu
Anqun Lu
XWXu wen
Xu wen
QWQianqian Wang
Qianqian Wang
RWRui Wang
Rui Wang
ZYZhiyuan Ye
Zhiyuan Ye
The shrinkage of core concrete during construction is the key reason for the separation of steel pipes and core concrete. Utilizing expansive agents during cement hydration is one of the main techniques to prevent voids between steel pipes and core concrete and increase the structural stability of concrete-filled steel tubes. The expansion and hydration properties of CaO, MgO, and CaO + MgO composite expansive agents in C60 concrete under variable temperature conditions were investigated. The effects of the calcium–magnesium ratio and magnesium oxide activity on deformation are the main parameters to consider when designing composite expansive agents. The results showed that the expansion effect of CaO expansive agents was predominant in the heating stage (from 20.0 °C to 72.0 °C at 3 °C/h), while there was no expansion in the cooling stage (from 72.0 °C to 30.0 °C at 3 °C/d, and then to 20.0 °C at 0.7 °C/h); the expansion deformation in the cooling stage was mainly caused by the MgO expansive agent. With the increase in the active reaction time of MgO, the hydration of MgO in the heating stage of concrete decreased, and the expansion of MgO in the cooling stage increased. During the cooling stage, 120 s MgO and 220 s MgO resulted in continuous expansion, and the expansion curve did not converge, while 65 s MgO reacted with water to form brucite in large amounts, leading to its lower expansion deformation during the later cooling process. In summary, the CaO and 220 s MgO composite expansive agent in the appropriate dosage is suitable for compensating for the shrinkage of concrete in the case of a fast high-temperature rise and slow cooling rate. This work will guide the application of different types of CaO-MgO composite expansive agents in concrete-filled steel tube structures under harsh environmental conditions.

1 June 2021 in Construction and Building Materials
Verified
Journal Article
Closed access
QWQianqian Wang
Qianqian Wang
ZYZhiyuan Ye
Zhiyuan Ye
YHYueyang Hu
Yueyang Hu
SWShuaifei Wei
Shuaifei Wei
XSXiadong Shen
Xiadong Shen

7 February 2024 in Applied Surface Science
Verified
Journal Article
Closed access
XLXiaodong Li
Xiaodong Li
XSXiaodong Shen
Xiaodong Shen
QWQianqian Wang
Qianqian Wang
DLDuyou Lu
Duyou Lu
BQBinbin Qian
Binbin Qian
ALAndreas Lüttge
Andreas Lüttge