Zhenyu Han

Dr. Zhenyu Han

School of Civil Engineering, Southeast University, Nanjing 210096, China

Research Focus & Metrics

Academic Career Length

9Years (2018-Present)

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

Representative Publications

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1 March 2019 in International Journal of Rock Mechanics and Mining Sciences
Verified
Journal Article
Closed access
QZQuanqi Zhu
Quanqi Zhu
DLDiyuan Li
Diyuan Li
Zhenyu HanZhenyu Han
Zhenyu Han
XLXibing Li
Xibing Li
ZZZilong Zhou
Zilong Zhou

24 November 2018 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
Diyuan LiDiyuan Li
Diyuan Li
Zhenyu HanZhenyu Han
Zhenyu Han
XSXiaolei Sun
Xiaolei Sun
TZTao Zhou
Tao Zhou
XLXibing Li
Xibing Li

1 May 2019 in International Journal of Rock Mechanics and Mining Sciences
Verified
Journal Article
Closed access
DLDiyuan Li
Diyuan Li
Zhenyu HanZhenyu Han
Zhenyu Han
QZQuanqi Zhu
Quanqi Zhu
YZYan Zhang
Yan Zhang
PRP.G. Ranjith
P.G. Ranjith

21 July 2022 in International Journal of Rock Mechanics and Mining Sciences
Verified
Journal Article
Closed access
Zhenyu HanZhenyu Han
Zhenyu Han
Diyuan LiDiyuan Li
Diyuan Li
XLXibing Li
Xibing Li

29 April 2023 in Engineering Fracture Mechanics
Verified
Journal Article
Closed access
Zhenyu HanZhenyu Han
Zhenyu Han
JLJianchun Li
Jianchun Li
HWHaijun Wang
Haijun Wang
JZJian Zhao
Jian Zhao

10 August 2020 in Applied Sciences
Verified
Journal Article
Open access
PDF file
Diyuan LiDiyuan Li
Diyuan Li
BLBang Li
Bang Li
Zhenyu HanZhenyu Han
Zhenyu Han
Quanqi ZhuQuanqi Zhu
Quanqi Zhu
The fracture behavior of the disc specimens in the Brazilian test is closely related to the reliability and accuracy of the experimental results. To comprehensively investigate the effect of various loading methods and rock material types on the failure mechanism of the Brazilian discs, five different rock types tested with three typical loading methods were employed in this work. The digital image correlation (DIC) method was applied to record and analyze the strain and displacement field of the specimens during the loading process. Experimental results indicate that the peak load and deformation characteristics of the Brazilian discs are strongly affected by the loading types. The Brazilian test with the Chinese standard is evidently not suitable for measuring the tensile strength of rocks, and the other two testing methods may lead to an invalid failure mode for rock materials with high stiffness and tensile to compressive strength ratio. Furthermore, it revealed that the maximum equivalent stress point of a disc specimen is co-controlled by the material stiffness and its tensile–compression ratio. The present work shows that it is necessary to select a suitable loading configuration for each rock type in the Brazilian test.