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Influence of Fiber Addition on Damage Evolution and Failure Mechanism of Concrete Under Fatigue Load
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Peng-fei PAN1, Dong XIAO2, Rui HUANG3, Zhi ZHAO3, Jing YANG4
Water Resources and Power | 2025, 43(9) : 83 - 86
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Water Resources and Power | 2025, 43(9): 83-86
Influence of Fiber Addition on Damage Evolution and Failure Mechanism of Concrete Under Fatigue Load
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Peng-fei PAN1, Dong XIAO2, Rui HUANG3, Zhi ZHAO3, Jing YANG4
Affiliations
  • 1.Railway Engineering College, Zhengzhou Railway Vocational and Technical College, Zhengzhou 451460, China
  • 2.Rail Transit College, Chengdu Vocational & Technical College of Industry, Chengdu 610218, China
  • 3.Sichuan Highway Planning, Survey, Design and Research Institute LTD., Chengdu 610041, China
  • 4.School of Electric Power, Civil Engineering and Archintecture, Shanxi University, Taiyuan 030031, China
Published: 2025-09-25 doi: 10.20040/j.cnki.1000-7709.2025.20241819
Outline
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To investigate the damage evolution and failure mechanism of fiber-reinforced concrete under action of earthquake, a series of monotonic and reciprocating axial compression tests were conducted on steel fiber reinforced concrete to analyze the influence of fiber addition on the stress-strain behavior of concrete. The focus was on exploring the relationship between the mechanical behavior degradation and internal damage accumulation of concrete under cyclic axial compression, including plastic strain, stiffness degradation, and energy dissipation. The results indicate that the monotonic loading curve is close to the envelope of the reciprocating axial compression curve. The addition of steel fibers significantly improves the post peak ductility of concrete and increases residual stress. Due to the crack resistance and toughening effect of steel fibers, the failure mode of concrete after adding fibers has evolved from brittle failure of a single vertical main crack to ductile failure mode of multi crack cracking. Steel fibers can effectively improve the seismic mechanical behavior of concrete. After adding fibers, the degradation of elastic stiffness and plastic strain development of concrete are effectively controlled, and the energy dissipation performance is enhanced.

fiber reinforced concrete  /  reciprocating axial pressure  /  anti-seismic  /  energy consumption  /  failure mechanism
Peng-fei PAN, Dong XIAO, Rui HUANG, Zhi ZHAO, Jing YANG. Influence of Fiber Addition on Damage Evolution and Failure Mechanism of Concrete Under Fatigue Load[J]. Water Resources and Power, 2025 , 43 (9) : 83 -86 . DOI: 10.20040/j.cnki.1000-7709.2025.20241819
Year 2025 volume 43 Issue 9
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Article Info
doi: 10.20040/j.cnki.1000-7709.2025.20241819
  • Receive Date:2024-09-24
  • Online Date:2025-12-15
  • Published:2025-09-25
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History
  • Received:2024-09-24
  • Revised:2024-11-27
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Affiliations
    1.Railway Engineering College, Zhengzhou Railway Vocational and Technical College, Zhengzhou 451460, China
    2.Rail Transit College, Chengdu Vocational & Technical College of Industry, Chengdu 610218, China
    3.Sichuan Highway Planning, Survey, Design and Research Institute LTD., Chengdu 610041, China
    4.School of Electric Power, Civil Engineering and Archintecture, Shanxi University, Taiyuan 030031, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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