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Study on flexural behavior of seawater sea-sand concrete filled plastic-lined steel tube composite members
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Yibin WU1, 2, Yong YE3, Linkang YU3, Zixiong GUO3
Earthquake Engineering and Engineering Dynamics | 2024, 44(3) : 84 - 95
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Earthquake Engineering and Engineering Dynamics | 2024, 44(3): 84-95
Study on flexural behavior of seawater sea-sand concrete filled plastic-lined steel tube composite members
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Yibin WU1, 2, Yong YE3, Linkang YU3, Zixiong GUO3
Affiliations
  • 1.School of Civil Engineering & Architecture, Xiamen University of Technology, Xiamen 361024, China
  • 2.Xiamen Key Laboratory of Transportation Infrastructure Health and Safety, Xiamen University of Technology, Xiamen 361024, China
  • 3.College of Civil Engineering, Huaqiao University, Xiamen 361021, China
doi: 10.13197/j.eeed.2024.0308
Outline
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A total of 12 seawater sea-sand concrete filled plastic-lined steel tube (SSC-PLST) specimens were tested by flexural loading and finite element modeling. The bending properties of the composite members and the influence of the plastic lining layer on the bending capacity of the composite members were studied. The effect of plastic lining on the load-carrying capacity of SSC-PLST members was investigated. The results show that, the failure pattern of SSC-PLST specimens is similar to that of conventional concrete filled steel tube (CFST) members, namely, the tension zone of steel tube yields and the concrete produces fine and dense flexural cracks, and the compression zone of steel tube buckles and the concrete at the corresponding position is crushed. The bending moment-deflection curve of SSC-PLST members is characterized by three stages, showing good load-carrying and deformation capacities. The contact stress between different components of SSC-PLST member is relatively small and unevenly distributed. The influence of plastic lining on the flexural capacity of SSC-PLST member is mainly related to the thickness of plastic layer, but is less affected by the strength of steel or concrete. Finally, a simplified calculation formula of load-carrying capacity for SSC-PLST flexural members is proposed, which can provide reference for the engineering application of this structural member.

seawater sea-sand concrete  /  plastic-lined steel tube  /  flexural behavior  /  finite element analysis
Yibin WU, Yong YE, Linkang YU, Zixiong GUO. Study on flexural behavior of seawater sea-sand concrete filled plastic-lined steel tube composite members[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (3) : 84 -95 . DOI: 10.13197/j.eeed.2024.0308
Year 2024 volume 44 Issue 3
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Article Info
doi: 10.13197/j.eeed.2024.0308
  • Receive Date:2023-02-14
  • Online Date:2026-03-30
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  • Received:2023-02-14
  • Revised:2023-03-05
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Affiliations
    1.School of Civil Engineering & Architecture, Xiamen University of Technology, Xiamen 361024, China
    2.Xiamen Key Laboratory of Transportation Infrastructure Health and Safety, Xiamen University of Technology, Xiamen 361024, China
    3.College of Civil Engineering, Huaqiao University, Xiamen 361021, 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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