Fracture evolution in steel fiber reinforced concrete (SFRC) of tunnel under static and dynamic loading based on DEM-FDM coupling model
Abstract The frequent or occasional impact loads pose serious threats to the service safety of conventional concrete structures in tunnel. In this paper, a novel three-dimensional mesoscopic model of steel fiber reinforced concrete (SFRC) is constructed by discrete element method. The model encompas...
Saved in:
Main Authors: | Yu Chen, Dongfeng Yu, Yixian Wang, Yanlin Zhao, Hang Lin, Jingjing Meng, Haoliang Wu |
---|---|
Format: | Article |
Language: | English |
Published: |
SpringerOpen
2025-02-01
|
Series: | International Journal of Coal Science & Technology |
Subjects: | |
Online Access: | https://doi.org/10.1007/s40789-024-00744-3 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Investigation on Toughness of SFRC and Bond Behavior with Reinforcing Bars
by: Hongmei Zhang, et al.
Published: (2025-01-01) -
Fatigue of SFRC in compression: Size effect & autogenous self-healing
by: G. Ruiz, et al.
Published: (2024-12-01) -
Structural Behavior of Reinforced Fibrous Concrete Beams Incorporating Nano Silicon Dioxide Powder
by: Sheelan Mahmoud Hama, et al.
Published: (2025-01-01) -
Flexural behavior of high-strength reinforced concrete beam with hybrid fiber under normal and high temperature
by: Ahmed Ashteyat, et al.
Published: (2024-09-01) -
Study on flexural cracking characteristics of polypropylene fiber reinforced concrete beams with BFRP bars
by: Huayi Wang, et al.
Published: (2025-07-01)