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Study on the seismic behaviour of embedded steel wire mesh-reinforced concrete column
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Lijia ZHANG1, 2, Li FU1, 2, Qiangsheng YIN1, She YU1, Taiquan ZHOU1
Chinese Journal of Applied Mechanics | 2025, 42(6) : 1320 - 1329
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Chinese Journal of Applied Mechanics | 2025, 42(6): 1320-1329
Solid Mechanics
Study on the seismic behaviour of embedded steel wire mesh-reinforced concrete column
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Lijia ZHANG1, 2, Li FU1, 2, Qiangsheng YIN1, She YU1, Taiquan ZHOU1
Affiliations
  • 1.School of Fiber Engineering and Equipment Technology, Jiangnan University, 214401 Wuxi, China
  • 2.Zhejiang Engineering Research Center of Intelligent Urban Infrastructure, Zhejiang University City College, 310015 Hangzhou, China
Published: 2025-12-15 doi: 10.11776/j.issn.1000-4939.2025.06.012
Outline
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In order to enhance the seismic performance of reinforced concrete columns, a method of embedding steel wire mesh to strengthen concrete columns was proposed. A total of six specimens including reinforced concrete column, four steel mesh-reinforced columns, and one stirrup-reinforced column were designed and poured. Constant axial pressure was applied to the specimens and horizontal quasi-static cyclic loading was carried out. The failure patterns, crack distribution, hysteretic characteristics, ductility, and energy dissipation capacity of each specimen were tested. The seismic performances of steel wire mesh-reinforced specimens and stirrup-reinforced specimens with the same equivalent stirrup ratio were compared and analyzed, and the effects of steel mesh layers and configuration height range on the seismic perform-ance of members were discussed. The research results show that the proper configuration of steel mesh can effectively restrict the formation and development of column sectional crack and“diagonal crack”, and transform the bending-shear failure mode of the specimen into bending failure mode. Therefore, compared with the reference specimen and stirrup-reinforced specimen, the wire mesh-reinforced specimen shows greater initial stiffness, better ductile deformation and cumulative energy dissipation capacity. The research results preliminarily clarify the relationship between the number of wire mesh layers, height range and ductile deformation capacity, stiffness degradation, and energy dissipation capacity of specimens, and the related results can provide reference for the design of embedded wire mesh-reinforced concrete columns.

embedded steel wire mesh  /  reinforced concrete column  /  quasi-static cyclic loading test  /  sectional crack  /  seismic performance
Lijia ZHANG, Li FU, Qiangsheng YIN, She YU, Taiquan ZHOU. Study on the seismic behaviour of embedded steel wire mesh-reinforced concrete column[J]. Chinese Journal of Applied Mechanics, 2025 , 42 (6) : 1320 -1329 . DOI: 10.11776/j.issn.1000-4939.2025.06.012
Year 2025 volume 42 Issue 6
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Article Info
doi: 10.11776/j.issn.1000-4939.2025.06.012
  • Receive Date:2023-04-21
  • Online Date:2026-03-27
  • Published:2025-12-15
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  • Received:2023-04-21
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Affiliations
    1.School of Fiber Engineering and Equipment Technology, Jiangnan University, 214401 Wuxi, China
    2.Zhejiang Engineering Research Center of Intelligent Urban Infrastructure, Zhejiang University City College, 310015 Hangzhou, 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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