Split-Hopkinson Pressure Bar Test and Numerical Simulation of Steel Fiber-reinforced High-strength Concrete-Reference-Cited by-同舟云学术

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Split-Hopkinson Pressure Bar Test and Numerical Simulation of Steel Fiber-reinforced High-strength Concrete

Published:2019-07-15 Issue:2 Volume:29 Page:109-117
ISSN:1169-7954
Container-title:Revue des composites et des matériaux avancés
language:
Short-container-title:RCMA

Author:

Li Ji,Shi Shaoqing,He Qiulin,Chen Shou

Funder

Youth Scientific Research Fund of Army Logistics University of PLA

Publisher

International Information and Engineering Technology Association

Subject

General Materials Science

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A digital-twin driven Split Hopkinson bar layout for the tensile characterization of thin, low impedance, sheet-like materials;International Journal of Impact Engineering;2024-12

2. A Digital-Twin Driven Split Hopkinson Bar Layout for the Tensile Characterization of Thin, Low Impedance, Sheet-Like Materials;2024

3. Development of three-dimensional numerical manifold method with cover-based contact theory;Engineering Analysis with Boundary Elements;2023-10

4. Rapid-Hardening and High-Strength Steel-Fiber-Reinforced Concrete: Effects of Curing Ages and Strain Rates on Compressive Performance;Materials;2023-07-11

5. Specimen Size Effect and Dynamic Increase Factor for Basalt Fiber–Reinforced Concrete Using Split Hopkinson Pressure Bar;Journal of Materials in Civil Engineering;2021-12

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