Zhanbiao Chen

Dr. Zhanbiao Chen


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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10 July 2020 in Materials
Verified
Journal Article
Open access
PDF file
Jun HuangJun Huang
Jun Huang
GTGuoxin Tian
Guoxin Tian
PHPei-Yan Huang
Pei-Yan Huang
ZCZhanbiao Chen
Zhanbiao Chen
To improve the weak mechanical properties of the foamed concrete that resulted from a large number of pores, a plant fiber is used as fill with the matrix. In this study, five contents of sisal fiber are added into the foamed concrete to investigate the static and fatigue performance of composites. The static and fatigue experimental results show that the sisal fiber can improve the mechanical properties of the foamed concrete. When the content of sisal fiber is less than 0.15%, the higher the content of sisal fiber, the greater the bending strength and fatigue life of the foamed concrete. In contrast, if the sisal fiber content is larger than 0.15%, the bending strength and fatigue life decrease with the increasing fiber content. From the regression analyses, the results show that the double linear relationships exist not only between the sisal fiber content and the flexural strength, but also between the sisal fiber content and the fatigue life of the foamed concrete. In this study, the optimal content of sisal fiber mixed in the foamed concrete can be inferred to be 0.133%.

1 November 2021 in Journal of Building Engineering
Verified
Journal Article
Closed access
WLWen Li
Wen Li
PHPeiyan Huang
Peiyan Huang
ZCZhanbiao Chen
Zhanbiao Chen
XZXiaohong Zheng
Xiaohong Zheng
YYYi Yang
Yi Yang
XGXinyan Guo
Xinyan Guo

4 July 2022 in Materials
Verified
Journal Article
Open access
PDF file
XGXin-Yan Guo
Xin-Yan Guo
HCHangyue Cui
Hangyue Cui
YWYilin Wang
Yilin Wang
ZCZhanbiao Chen
Zhanbiao Chen
The durability of reinforced concrete (RC) beams strengthened with carbon fiber-reinforced polymer (CFRP) is a worldwide concern in structural engineering. As an important part of the strengthened beam, the performance of the CFRP–concrete interface under hygrothermal environments is a delicate problem. In this paper, the fatigue behavior of CFRP-strengthened RC beams is analyzed by a theoretical model. In the model, CFRP–concrete interface degradation under hygrothermal environments is involved. Since interface debonding and rebar fracture induced by intermediate cracking are two typical failure modes, the damage models of rebar and the CFRP–concrete interface are established. Based on the theoretical model, the failure mode of CFRP-strengthened RC beams can be predicted, and fatigue life can be determined. The results showed that IC debonding is more likely to occur under hygrothermal environments. The accurate prediction of failure modes is essential for fatigue life prediction.

19 September 2026 in Composite Structures
Verified
Journal Article
Closed access
RLRuihao Luo
Ruihao Luo
JHJiarui He
Jiarui He
GCGai Chen
Gai Chen
JSJiaying Su
Jiaying Su
GZGe Zhang
Ge Zhang
YGYongchang Guo
Yongchang Guo