Xiaonan Wang

Dr. Xiaonan Wang

College of Transportation Engineering, Dalian Maritime University, Dalian, Liaoning, China
+1
orcid

Research Focus & Metrics

Academic Career Length

7Years (2020-Present)

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

Representative Publications

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1 December 2020 in Construction and Building Materials
Verified
Journal Article
Closed access
XWXiaonan Wang
Xiaonan Wang
YWYang Wencui
Yang Wencui
GYGe Yong
Ge Yong
FDFeng Decheng
Feng Decheng

6 December 2023 in Cement and Concrete Composites
Verified
Journal Article
Closed access
XWXiaonan Wang
Xiaonan Wang
DFDecheng Feng
Decheng Feng
JMJing Meng
Jing Meng
QLQinfei Li
Qinfei Li
GWGuanfu Wang
Guanfu Wang
NXNing Xie
Ning Xie

3 August 2022 in Materials and Structures
Verified
Journal Article
Closed access
PDF file
XWXiaonan Wang
Xiaonan Wang
DFDecheng Feng
Decheng Feng
Xianming ShiXianming Shi
Xianming Shi
JZJing Zhong
Jing Zhong

15 January 2022 in Materials and Structures
Verified
Journal Article
Closed access
PDF file
XWXiaonan Wang
Xiaonan Wang
DFDecheng Feng
Decheng Feng
JZJing Zhong
Jing Zhong
XSXianming Shi
Xianming Shi

11 September 2025 in Construction and Building Materials
Verified
Journal Article
Closed access
KZKai Zheng
Kai Zheng
XWXiaonan Wang
Xiaonan Wang
PLPengfei Liu
Pengfei Liu
YLYang Liu
Yang Liu
JWJiyu Wang
Jiyu Wang
NXNing Xie
Ning Xie

22 October 2022 in Polymers
Verified
Journal Article
Open access
PDF file
LCLiangliang Chen
Liangliang Chen
SZShaopeng Zheng
Shaopeng Zheng
XLXiao Li
Xiao Li
ZCZhihao Cheng
Zhihao Cheng
XWXiaonan Wang
Xiaonan Wang
In order to investigate the effectiveness of polymer modification and fiber reinforcement on the cracking and impact resistance of concrete materials prepared for ultra-thin whitetopping (UTW), carboxyl butyl benzene latex and polyformaldehyde fibers were added to the conventional cement concrete mix. In addition, test methods that used an asphalt mixture performance tester (AMPT) and mechanical rammer were developed to evaluate concrete cracking and impact resistance, respectively. Results from the AMPT test revealed that the cracking resistance can be enhanced with polymer and fiber, especially the initial tensile load peak, which can be improved by more than 40% when fiber and polymer compound modification is applied. Meanwhile, the impact loading test revealed that the inclusion of both fiber and polymer results in a two-fold increase in the number of impacts before visible cracking occurs, and the number of blows to failure increased by 21.4%. Moreover, microstructures were investigated by scanning electron microscopy (SEM) to confirm the reinforcing mechanism of both polymer modification and fiber reinforcement.