Peng Chen
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Research Interests
Peng Chen has a total of 5 co-authors. Here are the top co-authors by number of shared publications:
- Guangjin Liu
Faculty of Engineering, China University of Geosciences, Wuhan 430074, China
1 shared publication - Li Wu
Engineering Research Center of Rock-Soil Drilling & Excavation and Protection, Ministry of Education, China University of Geosciences, Wuhan 430074, China
1 shared publication - Yaxiong Peng
School of Civil Engineering, Hunan University of Science and Technology
1 shared publication - Yingkang Yao
State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
1 shared publication - Zehui Du
Hubei Key Laboratory of Advanced Materials & Reinforcement Technology Research for Marine Environment Structures, CCCC Wuhan Harbour Engineering Design and Research Co., Ltd., Wuhan 430040, China
1 shared publication
Latest Publications
- Open Access
- 8 October 2024
- Published by MDPI AG in Applied Sciences
- Vol. 14 (19) , 9101
Study on Dynamic Mechanical Properties and Failure Pattern of Thin-Layered Schist
This paper studies the effect of schistosity on the dynamic mechanical properties and failure pattern of thin-layered schist. Wudang Group schist with thin layers is selected as the research object, and the influence of the dynamic mechanical properties and failure pattern of schist under different angles and spacing is studied by combining an SHPB test and numerical simulation. The results indicate that under dynamic loading, the stress–strain curve demonstrates elastic compression, plastic deformation, and strain softening stages. Moreover, it is observed that the dynamic critical failure strength of schist exhibits typical “U”-type strength anisotropy. Specimens with a schistosity angle of 0° or 90° exhibit higher dynamic compressive strength under dynamic loading, with axial splitting and schistosity splitting as predominant failure modes. Conversely, when the schistosity angles are 30°, 45° or 60°, there is a noticeable decrease in compressive strength accompanied predominantly by shear failure along with local compressive shear failure. We additionally noted that as the spacing between schists decreases from 22 mm to 7 mm, there is a gradual reduction in dynamic compressive strength by approximately 20.3%.
- 8 October 2024
- Published by MDPI AG in Applied Sciences
- Vol. 14 (19) , 9101
Open AccessStudy on Dynamic Mechanical Properties and Failure Pattern of Thin-Layered Schist
This paper studies the effect of schistosity on the dynamic mechanical properties and failure pattern of thin-layered schist. Wudang Group schist with thin layers is selected as the research object, and the influence of the dynamic mechanical properties and failure pattern of schist under different angles and spacing is studied by combining an SHPB test and numerical simulation. The results indicate that under dynamic loading, the stress–strain curve demonstrates elastic compression, plastic deformation, and strain softening stages. Moreover, it is observed that the dynamic critical failure strength of schist exhibits typical “U”-type strength anisotropy. Specimens with a schistosity angle of 0° or 90° exhibit higher dynamic compressive strength under dynamic loading, with axial splitting and schistosity splitting as predominant failure modes. Conversely, when the schistosity angles are 30°, 45° or 60°, there is a noticeable decrease in compressive strength accompanied predominantly by shear failure along with local compressive shear failure. We additionally noted that as the spacing between schists decreases from 22 mm to 7 mm, there is a gradual reduction in dynamic compressive strength by approximately 20.3%.