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Research on the Shear Mechanical Properties of Anchor Cable with C-Shaped Tube Under Different Preloads
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Guoliang WANG1, Gang LIU1, Wei SONG2, Shengchao XIAO2, Renliang SHAN2
Mining Research and Development | 2025, 45(11) : 166 - 174
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Mining Research and Development | 2025, 45(11): 166-174
Research on the Shear Mechanical Properties of Anchor Cable with C-Shaped Tube Under Different Preloads
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Guoliang WANG1, Gang LIU1, Wei SONG2, Shengchao XIAO2, Renliang SHAN2
Affiliations
  • 1.Shanxi Coking Coal Fenxi Mining Haojinyuan Coal Industry, Linfen, Shanxi 141000, China
  • 2.School of Mechanics and Civil Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China
Published: 2025-11-25
Outline
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A double shear test device without friction between joint surfaces was used to conduct shear tests on anchor cables and the new type of anchor cable with C-shaped tube(ACC), and the effect of preload on the shear properties of the two structures was analyzed. The test results show that the negative effect of preload on the anchor cable is greater than that of the ACC. As the preload is increased from 100 kN to 300 kN, the shear load capacity of the anchor cable is reduced by a maximum of 14.82%, while the ACC is reduced by only 6.53%. Meanwhile, finite element simulation was utilized to further study the shear deformation properties of the ACC. The results show that the higher the preload, the lower the peak shear load and breaking displacement of the ACC, the higher the flexural stiffness of the structure, the earlier the strength of the specimen is mobilized and the faster the specimen fails locally. Under low preload conditions, the breaking displacement of the ACC is greater, which is due to the fact that for the same shear displacement, a lower preload will result in less tensile deformation at the shear plane location of the structure, and will also result in a larger bending angle of the structure at the shear plane location.

Anchor cable with C-shaped tube  /  Preload  /  Shear mechanical property  /  Double shear test  /  Numerical simulation
王国梁, 刘刚, 宋威, 肖圣超, 单仁亮. 不同预紧力作用下管索组合结构剪切力学特性研究. 矿业研究与开发, 2025 , 45 (11) : 166 -174 .
Guoliang WANG, Gang LIU, Wei SONG, Shengchao XIAO, Renliang SHAN. Research on the Shear Mechanical Properties of Anchor Cable with C-Shaped Tube Under Different Preloads[J]. Mining Research and Development, 2025 , 45 (11) : 166 -174 .
Year 2025 volume 45 Issue 11
80
35
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Article Info
  • Receive Date:2024-12-19
  • Online Date:2026-10-28
  • Published:2025-11-25
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  • Received:2024-12-19
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Affiliations
    1.Shanxi Coking Coal Fenxi Mining Haojinyuan Coal Industry, Linfen, Shanxi 141000, China
    2.School of Mechanics and Civil Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
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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