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Testing and Numerical Analysis of the Anti-Blast Performance of Curved Steel-Concrete-Steel Composite Slab Using Headed Stud Connectors
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Yingjie CHEN1, Cheng LUO1, Chunfeng ZHAO1, 2, *, Kaicheng HE2
Chinese Journal of High Pressure Physics | 2024, 38(2) : 024202-1 - 024202-16
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Chinese Journal of High Pressure Physics | 2024, 38(2): 024202-1-024202-16
• Dynamic Response of Matter •
Testing and Numerical Analysis of the Anti-Blast Performance of Curved Steel-Concrete-Steel Composite Slab Using Headed Stud Connectors
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Yingjie CHEN1, Cheng LUO1, Chunfeng ZHAO1, 2, *, Kaicheng HE2
Affiliations
  • 1College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumchi 830052, Xinjiang, China
  • 2College of Civil Engineering, Hefei University of Technology, Hefei 230009, Anhui, China
Published: 2024-04-05 doi: 10.11858/gywlxb.20230752
Outline
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The curved steel-concrete-steel composite structure is a sandwiched structural member, consisting of two curved steel plates and concrete core. Headed studs are used to connect the steel plates and concrete to achieve the composite effect. This type of structure is promising for improving earthquake resistance and anti-blast performance, and has been applied in super high-rise structures, offshore platforms, and nuclear power facilities. This paper conducts experimental and numerical analysis to investigate the damage mode and mechanism of the curved steel-concrete-steel composite slab. Additionally, a parametrically analysis is conducted to explore the impact of blast distance, steel plate thickness, arch heights, and stud spacing on its anti-blast performance. The results indicate that the curved steel-concrete-steel composite structure performs well globally and retains their structural load-bearing capacity without failure after subjecting to blast loading. Increasing the blast distance and steel plate thickness can effectively reduce the concrete damage and the span deflection of the composite slab. Reducing arch heights causes a switch in concrete damage from compression damage to tensile damage, which is more severe and results in larger span deflection of the slab. Although reducing stud spacing increases the concrete plastic damage, it reduces the span deflection of the composite slab. The research results can contribute to the design and applications of curved steel-concrete-steel composite structures.

blast loading  /  stud curved steel-concrete-steel composite slab  /  anti-blast performance  /  parameter analysis
陈英杰, 罗成, 赵春风, 何凯城. 栓钉型弧形双钢板混凝土组合板的抗爆性能试验与数值分析. 高压物理学报, 2024 , 38 (2) : 024202-1 -024202-16 . DOI: 10.11858/gywlxb.20230752
Yingjie CHEN, Cheng LUO, Chunfeng ZHAO, Kaicheng HE. Testing and Numerical Analysis of the Anti-Blast Performance of Curved Steel-Concrete-Steel Composite Slab Using Headed Stud Connectors[J]. Chinese Journal of High Pressure Physics, 2024 , 38 (2) : 024202-1 -024202-16 . DOI: 10.11858/gywlxb.20230752
Year 2024 volume 38 Issue 2
6
3
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Article Info
doi: 10.11858/gywlxb.20230752
  • Receive Date:2023-10-17
  • Online Date:2026-11-06
  • Published:2024-04-05
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History
  • Received:2023-10-17
  • Revised:2023-11-06
  • Accepted:2023-12-29
Affiliations
    1College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumchi 830052, Xinjiang, China
    2College of Civil Engineering, Hefei University of Technology, Hefei 230009, Anhui, 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
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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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