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Experimental and analytical studies on seismic performance of a steel slag CFDST T-joint
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Wu-hua ZENG1, 2, Wei WANG1, 3, Qing-yi CHEN2, Jun-fang WANG1, 2, Ying-xiong WU4, Wei-dong ZHUO4
Journal of Vibration Engineering | 2024, 37(6) : 1023 - 1032
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Journal of Vibration Engineering | 2024, 37(6): 1023-1032
Experimental and analytical studies on seismic performance of a steel slag CFDST T-joint
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Wu-hua ZENG1, 2, Wei WANG1, 3, Qing-yi CHEN2, Jun-fang WANG1, 2, Ying-xiong WU4, Wei-dong ZHUO4
Affiliations
  • 1School of Civil Engineering,Sanming University,Sanming 365004,China
  • 2Key Laboratory of Intelligent Construction and Monitoring of Engineering Structures in Fujian Province College, Sanming 365004,China
  • 3State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University, Shanghai 200092,China
  • 4College of Civil Engineering,Fuzhou University,Fuzhou 350108,China
Published: 2024-06-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.06.013
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Concrete filled double-skin tubular structures (CFDST) that reuse waste steel slag demonstrate advantages in sustainable resource use. The interaction and coordination between steel tube and concrete make CFDST an effective solution to the stability issues,considering the expansion characteristic of steel slag. The expansion performance of the steel slag concrete can enhance the bond between the steel tube and its sandwich concrete. This paper presents a series of tests on a steel slag CFDST T-Joint under pseudo-static loading conditions to investigate its seismic performance. Five specimens were tested,including one ordinary concrete test specimen and four steel slag concrete test specimens. The variables tested were concrete type,hollow ratio,diameter ratio,and axial compression ratio. The results show that while the bearing capacity of steel slag concrete specimens is slightly lower than that of ordinary concrete,the displacement ductility and energy dissipation capacity significantly increased,by 69.46% and 48.20% respectively. As the hollow ratio increases from 0.3 to 0.5,the displacement ductility coefficient of the specimen increases by 9.69%. When the diameter ratio of branch main increases from 0.40 to 0.68,the displacement ductility coefficient increases by 82.44%. However,when the axial compression ratio increases from 0.1 to 0.2,the displacement ductility coefficient of the specimen decreases by 17.98%. A finite element model was established to simulate the hysteretic properties of the specimen. The simulation results are in agreement with the test results,verifying the validity of the finite element model. Based on the verified finite model,the parameters of influencing factors on the bearing capacity of the specimen were analyzed,and the optimum hollow ratio of the specimen was found to be about 70%. The use of steel slag greatly improves the seismic performance of the CFDST T-joint and can be widely used in concrete-filled steel tube engineering structures.

seismic performance: CFDST  /  steel slag concrete  /  hysteretic characteristics  /  quasi-static test
Wu-hua ZENG, Wei WANG, Qing-yi CHEN, Jun-fang WANG, Ying-xiong WU, Wei-dong ZHUO. Experimental and analytical studies on seismic performance of a steel slag CFDST T-joint[J]. Journal of Vibration Engineering, 2024 , 37 (6) : 1023 -1032 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.06.013
Year 2024 volume 37 Issue 6
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.06.013
  • Receive Date:2023-12-27
  • Online Date:2026-02-09
  • Published:2024-06-28
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  • Received:2023-12-27
  • Revised:2024-02-04
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Affiliations
    1School of Civil Engineering,Sanming University,Sanming 365004,China
    2Key Laboratory of Intelligent Construction and Monitoring of Engineering Structures in Fujian Province College, Sanming 365004,China
    3State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University, Shanghai 200092,China
    4College of Civil Engineering,Fuzhou University,Fuzhou 350108,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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