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Experimental Study on Dynamic Compressive and Tensile Mechanical Properties of Steel Fiber Reinforced Concrete
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Song-lin PENG1, 2a, 2b, Yong-sheng JIA2a, 2b, Qian DONG2a, 2b, Zhang-fan YE2a, 2b, Xuan YANG2a, 2b, Jia KANG2a, 2b
Blasting | 2024, 41(2) : 40 - 50
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Blasting | 2024, 41(2): 40-50
THEORETICAL AND TECHNOLOGICAL EXPLORATION
Experimental Study on Dynamic Compressive and Tensile Mechanical Properties of Steel Fiber Reinforced Concrete
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Song-lin PENG1, 2a, 2b, Yong-sheng JIA2a, 2b, Qian DONG2a, 2b, Zhang-fan YE2a, 2b, Xuan YANG2a, 2b, Jia KANG2a, 2b
Affiliations
  • 1.CCCC Second Harbor Engineering Co., Ltd., Wuhan 430040, China
  • 2a.State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
  • 2b.Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan 430056, China
Published: 2024-06-01 doi: 10.3963/j.issn.1001-487X.2024.02.006
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In order to investigate the influence mechanism of steel fiber content on the dynamic compression and tensile mechanical properties of concrete, this study conducted dynamic compression and dynamic Brazilian splitting tests on concrete samples with varying impact pressure and steel fiber volume contents (0% C50 element concrete, 2%, 3%, and 4%) using a Hopkinson pressure bar (SHPB) device. Additionally, high-speed photography was employed to reveal the dynamic evolution process of cracks. The test results demonstrate that under the same impact pressure, both the dynamic compressive strength and dynamic splitting tensile strength of steel fiber reinforced concrete samples exhibit a positive correlation with the content of steel fiber. Furthermore, there is also a positive correlation between energy absorption capacity and degree of crushing, indicating that steel fibers effectively inhibit concrete crushing while preventing excessive energy absorption and dissipation in these samples. The upper limit for energy absorption rate in steel fiber reinforced concrete samples ranges from 30% to 36%. Notably, compared to its effect on dynamic compressive strength, steel fibers significantly enhance the dynamic splitting tensile strength of concrete. For applications requiring high-strength or anti-violence characteristics in combination with cost-effectiveness, technical controllability, and test data analysis; incorporating a reasonable range for toughening can be achieved by including 2%~3% steel fiber content into high-strength concrete. Moreover, it is important to note that the action mechanism of steel fibers differs when considering their effects on both dynamic splitting and compression failure in concrete samples. Steel fibers significantly impede crack propagation during dynamic splitting processes; however, separation between the fibers themselves leads to ineffective toughening during dynamic compression."

steel fiber concrete  /  split Hopkinson pressure bar  /  dynamic compression  /  dynamic splitting  /  mechanical properties
Song-lin PENG, Yong-sheng JIA, Qian DONG, Zhang-fan YE, Xuan YANG, Jia KANG. Experimental Study on Dynamic Compressive and Tensile Mechanical Properties of Steel Fiber Reinforced Concrete[J]. Blasting, 2024 , 41 (2) : 40 -50 . DOI: 10.3963/j.issn.1001-487X.2024.02.006
  • National Natural Science Foundation of China(52108368)
  • Hubei Provincial Natural Science Foundation Innovation Group Project(2020CFA043)
Year 2024 volume 41 Issue 2
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.02.006
  • Receive Date:2023-01-10
  • Online Date:2026-03-20
  • Published:2024-06-01
Article Data
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History
  • Received:2023-01-10
Funding
National Natural Science Foundation of China(52108368)
Hubei Provincial Natural Science Foundation Innovation Group Project(2020CFA043)
Affiliations
    1.CCCC Second Harbor Engineering Co., Ltd., Wuhan 430040, China
    2a.State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
    2b.Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan 430056, China

Corresponding:

JIA Yong-sheng (1970-), Male, D. E, Professor and doctoral supervisor, Engaged in teaching, scientific research and practice of engineering blasting and its protection, tunnel blasting engineering and so on, (E-mail) .
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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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